Agenda — Hemet City Council, January 10, 2023 (part 11 of 26)

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City
Street
Segment Number
Segment Location
Direction
Segment Length (miles)
Street Classification
Roadway Width
Number of Lanes
Roadway Division
Traffic Controlled Intersections
Average Daily Traffic (veh/day)
Traffic Volume Count Date(s)
Number of Years Considered (1/1/2017 to 12/31/2020)
Highway/Roadway Type
Expected Annual Collision Rate (MVM)
Number of Collisions (4-year Period)
Average Annual Collisions
Calculated Annual Collision Rate (Collision/MVM)
Collision by Speeding
% Collision by Speeding
Speed Survey Date and Time
Number of Survey Samples
10-mi Pace (mph)
Percentage of vehicles in 10-mi Pace
50th Percentile (mph)
85th Percentile (mph)
Posted Speed Limit (mph)
Speed Limit Justification
Recommended Speed Limit (mph)
Certification:

Date

38.5 43.5
40 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
72%

1.08 15

3.75 3.18
5 33%
4- Speed Zoning Analysis
Wed 3/2/2022 9:05 A.M.
100
32-41
2 Lane (Urban)
45 - 65 feet
2 Undivided
Signal at Mount Vernon Avenue and S. La Cadena Drive; 2 Stops at S. La Cadena Drive and 9th Street
2- Traffic Volumes
4039
2/15/2022
3-Collision History
4 Collector
City of Colton
Speed Zone Summary Report
Colton
"M" Street
18 S. La Cadena Drive - Mount Vernon Avenue
EB/WB
1- Roadway Conditions

0.8

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Date

38.8 42.9
40 high collision rate; various isntituions and uncontrolled crosswalk; rounded to lowest 5 mph per CVC Sections
22358.6; retain previous speed limit per CVC 22358.8.
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
80%

1.08 13

3.25 1.02
3 23%
4- Speed Zoning Analysis
Wed 3/2/2022 10:05 A.M.
105
34-43
2 Lane (Urban)
48 Feet
2 Undivided
3 Stops at Randall Avenue, Olive Street and Valley
Boulevard
2- Traffic Volumes
7921
2/15/2022
3-Collision History
4 Collector
City of Colton
Speed Zone Summary Report
Colton
Meridian Avenue
19 Randall Avenue - W. Valley Boulevard
NB/SB
1- Roadway Conditions

1.1

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Date

37.2 42.7
40 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
65%

1.08 30

7.50 2.70
2 7%
4- Speed Zoning Analysis
Wed 3/9/2022 1:27 P.M.
107
34-43
2 Lane (Urban)
35 - 56 Feet
2 Undivided
2 Signals at Rancho Avenue and Pennsylvania Avenue
2- Traffic Volumes
13127
2/22/2022
3-Collision History
4 Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Mill Street
20 N. Rancho - BNSF Railroad Overpass
EB/WB
1- Roadway Conditions

0.58

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Date

24.9 28.3
25 high collision rate; college; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC 22358.8.
25 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
86%

0.86 11

2.75 2.20
2 18%
4- Speed Zoning Analysis
Wed 2/23/2022 12:12 P.M.
100
20-29
4L/Undivided (Urban)
62 Feet
4 Undivided
2 Signals at Johnston Street and E. Citrus Street
2- Traffic Volumes
13178
3/2/2022
3-Collision History
4 Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Mount Vernon Avenue
21 Johnston Street - E. Citrus Street/ Grant Avenue
NB/SB
1- Roadway Conditions

0.26

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Date

39.7 46.1
40 high collision rate; retain previous speed limit per CVC 22358.8.
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
68%

0.86 59

14.75 2.65
9 15%
4- Speed Zoning Analysis
Wed 3/9/2022 9:06 A.M.
105
32-41
4L/Undivided (Urban)
63 Feet
4 Undivided
7 Signals at E. Grant Avenue, Olive Street, Ped
Crossing, Colton Avenue, D Street, F Street and Valley
Boulevard
2- Traffic Volumes
11298
2/22/2022
3-Collision History
4 Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Mount Vernon Avenue
22 E. Citrus Street/ Grant Avenue - E. Valley Blvd
NB/SB
1- Roadway Conditions

1.35

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Date

34.5 39.3
35 10-mph pace; horizontal curves; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC 22358.8.
35 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
77%

1.08 19

4.75 0.64
8 42%
4- Speed Zoning Analysis
Tue 3/8/2022 1:45 P.M.
101
29-38
2 Lane (Urban)
27 - 92 Feet
2 Undivided
4 Signals at Valley Boulevard, ramp, M Sreet and E.

Cooley Drive
2- Traffic Volumes
20447
2/23/2022
3-Collision History
4 Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Mount Vernon Avenue
23 E. Valley Boulevard - Cooley Drive
NB/SB
1- Roadway Conditions
1

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Date

34.4 39.4
35 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
35 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
69%

1.33 19

4.75 3.05
6 32%
4- Speed Zoning Analysis
Wed 3/9/2022 9:02 A.M.
104
30-39
4 L/Divided (Urban)
92 - 105 Feet
4 Divided
4 Signals at Cooley Drive, Santo Antonio Drive, Centerpoint Drive and E. Washington Street
2- Traffic Volumes
9704
4/7/2022
3-Collision History
4 Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Mount Vernon Avenue
24 E. Cooley Drive - E. Washington Street
NB/SB
1- Roadway Conditions

0.44

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Date

30.6 35.1
25 high collision rate; retain previous speed limit per CVC 22358.8.
25 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
77%

1.08 8

2.00 4.26
2 25%
4- Speed Zoning Analysis
Wed 3/9/2022 1:58 P.M.
107
27-36
2 Lane (Urban)
62 - 65 Feet
2 Undivided
2 Stops at N. Macy Avenue and N. Watwood Avenue; 1
Signal at N. Rancho Avenue
2- Traffic Volumes
2798
4/7/2022
3-Collision History
4 Collector
City of Colton
Speed Zone Summary Report
Colton
Citrus Street
25 N. Teresa Avenue - N. Rancho Avenue
EB/WB
1- Roadway Conditions

0.46

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Date

27.4 31.9
30 closest to the 85th percentile speed
30 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
77%

1.08 13

3.25 1.65
1 8%
4- Speed Zoning Analysis
Thur 3/10/2022 12:28 P.M.
100
24-33
2 Lane (Urban)
28 - 42 Feet
2 Undivided
1 Signal at N. Rancho Avenue; 1 Stop at Meridian Avenue 2- Traffic Volumes
3980
2/22/2022
3-Collision History
4 Secondary Arterial
City of Colton
Speed Zone Summary Report
Colton
Olive Street
26 N. Meridian Avenue- Railroad
EB/WB
1- Roadway Conditions

1.36

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Date
27 31.6
25 high collision rate; elementary school; retain previous speed limit per CVC 22358.8.
25 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
74%

1.08 15

3.75 4.49
0 0%
4- Speed Zoning Analysis
Wed 3/9/2022 9:42 A.M.
100
21-30
2 Lane (Urban)
38 Feet
2 Undivided
2 Signals at N. Rancho Avenue and N. La Cadena Drive; 2 Stops at 2nd Street and Pennsylvania Avenue
2- Traffic Volumes
3266
3/2/2022
3-Collision History
4 Secondary Arterial
City of Colton
Speed Zone Summary Report
Colton
Olive Street
27 N. Rancho Avenue - N. La Cadena Avenue
EB/WB
1- Roadway Conditions

0.7

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Date

33.2 37.7
35 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
35 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
77%

1.08 15

3.75 1.40
1 7%
4- Speed Zoning Analysis
Wed 3/9/2022 10:37 A.M.
100
27-36
2 Lane (Urban)
43 - 48 Feet
2 Undivided
1 Signal at Mill Street; 6 Stops at Johnston Street, Citrus Street, Laurel Street, Olive Street, C Street and W. Valley Boulevard
2- Traffic Volumes
4315
2/22/2022
3-Collision History
4 Collector
City of Colton
Speed Zone Summary Report
Colton
Pennsylvania Avenue
28 Mill Street - W. Valley Boulevard
NB/SB
1- Roadway Conditions

1.7

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Date

41.9 49.9
45 high collision rate; school and hospital; rounded to lowest 5 mph per CVC Sections 22358.6; retain
previous speed limit per CVC 22358.8.
45 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
50%

1.08 59

14.75 1.76
18 31%
4- Speed Zoning Analysis
Thur 3/10/2022 1:35 P.M.
115
39-48
3 Lane (Urban)
70 - 100 Feet
3 Undivided
5 Signals at W. Randall Avenue, W. San Bernardino
Avenue, Violet Street, Blue Drive and W. Valley
Boulevard
2- Traffic Volumes
22928
2/22/2022
3-Collision History
4 Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Pepper Avenue
29 W. Randall Avenue - W. Valley Boulevard
NB/SB
1- Roadway Conditions
1

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Date

38.4 43.5
40 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.
64%

0.86 15

3.75 1.43
0 0%
4- Speed Zoning Analysis
Wed 3/9/2022 12:48 P.M.
107
34-43
4L/Undivided (Urban)
55 - 65 Feet
4 Undivided
2 Signals at Mill Street and Rialto Avenue
2- Traffic Volumes
8000
2/22/2022
3-Collision History
4 Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Rancho Avenue
30 N. City Limit - Mill Street
NB/SB
1- Roadway Conditions

0.9

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Rancho Avenue
31 W. Mill Street - W. Valley Boulevard
NB/SB
1- Roadway Conditions

1.6 4L/Undivided (Urban)
62 Feet
4 Undivided
7 Signals at Mill Street, Johnston Street, Citrus Street, Laurel Street, Olive Street, C Street and Valley
Boulevard
2- Traffic Volumes
17529
2/22/2022
3-Collision History
4 66%

0.86 74

18.50 1.81
14 19%
4- Speed Zoning Analysis
Wed 3/9/2022 12:20 P.M.
102
31-40
38 43.8
35 multiple uncontrolled pedestrian crossings; school; high collision rate; retain previous speed limit per CVC
22358.8.
35 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Rancho Avenue
32 Agua Mansa Road - S. La Cadena Drive
NB/SB
1- Roadway Conditions

0.4 4L/Undivided (Urban)
62 - 64 Feet
4 Undivided
2 Signals at Agua Mansa Road and La Cadena Drive
2- Traffic Volumes
10470
2/23/2022
3-Collision History
4 83%

0.86 14

3.50 2.29
4 29%
4- Speed Zoning Analysis
Wed 3/2/2022 12:12 P.M.
101
42-51

47.3 51.1
45 high collision rate; retain previous speed limit per CVC 22358.8.
45 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Rancho Avenue
33 W. Valley Boulevard - Agua Mansa Road
NB/SB
1- Roadway Conditions

1.07 4L/Undivided (Urban)
50 - 62 Feet
4 Undivided
4 Signals at Valley Boulevard, I-10 WB ramps, I-10 EB
ramps, Agua Mansa Rd.
2- Traffic Volumes
17061
2/23/2022
3-Collision History
4 70%

0.86 26

6.50 0.98
9 35%
4- Speed Zoning Analysis
Wed 3/2/2022 10:45 A.M.
100
44-53
46 50.7
45 high collision rate; closely-spaced signalized
intersections; pedestrian street north of N Street; retain previous speed limit per CVC 22358.8.
45 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Reche Canyon Road
34 E. Washington Street - S. City Limit
NB/SB
1- Roadway Conditions
2 2 Lane (Urban)
30 - 62 Feet
2 Undivided
4 Signals at Washington Street, Prado Lane, Topanga Ct
and Shane Drive
2- Traffic Volumes
28007
2/24/2022
3-Collision History
4 80%

1.08 41

10.25 0.50
15 37%
4- Speed Zoning Analysis
Wed 3/9/2022 12:15 P.M.
106
42-51
46 50.5
45 consistency with adjacent jurisdiction; retain previous speed limit per CVC 22358.8.
45 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Riverside Avenue
35 Agua Mansa Road - Placentia Lane
NB/SB
1- Roadway Conditions

1.35 4L/Undivided (Urban)
60-80 Feet
4 Undivided
3 Signals at Agua Mansa Road, C. R. England and Miguel
Bustamanta Pkwy
2- Traffic Volumes
23482
2/24/2022
3-Collision History
4 69%

0.86 16

4.00 0.35
5 31%
4- Speed Zoning Analysis
Wed 3/2/2022 1:25 P.M.
109
43-52

49.6 54.4
50 consistency with adjacent jurisdiction; high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC 22358.8.
50 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Collector
City of Colton
Speed Zone Summary Report
Colton
RV Center Drive
36 601 E. Washington Street - 1000 E. Washington Street EB/WB
1- Roadway Conditions

0.6 2 Lane (Urban)
62 - 65 Feet
2 Undivided
2 Stops at Washington Street (west end) and Santo
Antonio Drive/Washington Street (east end)
2- Traffic Volumes
1805
2/23/2022
3-Collision History
4 82%

1.08 8

2.00 5.06
1 13%
4- Speed Zoning Analysis
Wed 3/9/2022 10:48 A.M.
78 21-30

26.4 30.5
25 RV traffic; high collision rate; retain previous speed limit per CVC 22358.8.
25 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
San Bernardino Avenue
37 N. Pepper Avenue - N. Meridian Avenue
EB/WB
1- Roadway Conditions

0.25 2 Lane (Urban)
40 Feet
2 Undivided
1 Signal at Pepper Avenue; 1 Stop at Meridian Avenue
2- Traffic Volumes
5969
2/15/2022
3-Collision History
4 87%

1.08 37

9.25 16.98
7 19%
4- Speed Zoning Analysis
Wed 3/2/2022 10:52 A.M.
102
33-42

36.5 39.8
35 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
35 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
San Bernardino Avenue
38 N. Syncamore Avenue - N. Pepper Avenue
EB/WB
1- Roadway Conditions

0.74 2 Lane (Urban)
60 - 62 Feet
2 Undivided
1 Signal at Pepper Avenue; 1 Stop at Indigo Avenue
2- Traffic Volumes
10748
2/15/2022
3-Collision History
4 86%

1.08 43

10.75 3.70
7 16%
4- Speed Zoning Analysis
Wed 3/2/2022 12:03 P.M.
102
35-44

39.6 43.2
40 high collision rate; bike lane; multi-modal street
classification; rounded to lowest 5 mph per CVC
Sections 22358.6; retain previous speed limit per CVC
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Valley Boulevard
39 W. City Limits - N. Pepper Avenue
EB/WB
1- Roadway Conditions

0.74 4L/Undivided (Urban)
83 - 98 Feet
4 Undivided
2 Signals at Wildrose Avenue and Pepper Avenue
2- Traffic Volumes
9515
2/15/2022
3-Collision History
4 74%

0.86 25

6.25 2.43
3 12%
4- Speed Zoning Analysis
Wed 3/2/2022 9:08 A.M.
105
39-48

43.8 48.5
45 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
45 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Valley Boulevard
40 N. Pepper Avenue - N. Rancho Avenue
EB/WB
1- Roadway Conditions

1.02 4L/Undivided (Urban)
64 - 100 Feet
4 Undivided
2 Signals at Pepper Avenue and Rancho Avenue
2- Traffic Volumes
11709
2/15/2022
3-Collision History
4 82%

0.86 30

7.50 1.72
6 20%
4- Speed Zoning Analysis
Wed 3/2/2022 9:35 A.M.
103
41-50

45.6 49.8
45 high collision rate; truck traffic; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit
per CVC 22358.8.
45 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Valley Boulevard
41 N. Rancho Avenue - N. Mount Vernon Avenue
EB/WB
1- Roadway Conditions

1.27 4L/Divided (Urban)
70 - 75 Feet
4 Divided
5 Signals at N. Rancho Avenue, 3rd Street, La Cadena
Drive, 9th Street and Mount Vernon Avenue
2- Traffic Volumes
10182
2/22/2022
3-Collision History
4 65%

1.33 64

16.00 3.39
13 20%
4- Speed Zoning Analysis
Thur 3/10/2022 9:14 A.M.
104
26-35

32.3 37.5
35 rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC 22358.8.
35 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Washington Street
42 West End - S. Mt Vernon Avenue
EB/WB
1- Roadway Conditions

0.93 4L/Divided (Urban)
52-94 Feet
4 Divided
1 Signal at Mount Vernon Avenue; 1 Stop at RV Center
2- Traffic Volumes
4591
2/23/2022
3-Collision History
4 82%

1.33 13

3.25 2.09
2 15%
4- Speed Zoning Analysis
Wed 3/9/2022 10:23 A.M.
102
28-37

33.3 37.3
35 Closest to the 85th percentile speed
I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Washington Street
43 S. Mount Vernon Avenue - Reche Canyon Road
EB/WB
1- Roadway Conditions

1.19 4L/Undivided (Urban)
72 - 113 Feet
4 Undivided
7 Signals at S. Mount Vernon Avenue, Bluff Road, S.

Meadow Lane, S. Cooley Drive, Barton Road, Mohave
Drive and Reche Canyon Road.
2- Traffic Volumes
24251
2/15/2022
3-Collision History
4 85%

0.86 63

15.75 1.50
18 29%
4- Speed Zoning Analysis
Tue 3/8/2022 10:34 A.M.
106
36-45

40.7 44.7
40 high collision rate; rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC
22358.8.
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Date
Major Arterial
City of Colton
Speed Zone Summary Report
Colton
Washington Street
44 Reche Canyon Road - S. Waterman Avenue
EB/WB
1- Roadway Conditions

0.65 4L/divided (Urban)
106 - 125 Feet
4 Divided
4 Signals at Reche Canyon Road, Hunts Lane, Wier Road,
S. Waterman Avenue
2- Traffic Volumes
25821
2/15/2022
3-Collision History
4 78%

1.33 28

7.00 1.14
9 32%
4- Speed Zoning Analysis
Wed 3/9/2022 9:55 A.M.
105
33-42

39.2 43.5
40 rounded to lowest 5 mph per CVC Sections 22358.6; retain previous speed limit per CVC 22358.8.
40 I, Rawad Hani, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of Colton, and this report was prepared under my supervision. Its contents are true and accurate to the best of my knowledge.

RCE #83730
Rawad Hani State Registration No.

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Appendix B: Speed Survey Data

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:43 PM TO 1:15 PM # OF ACC.=0 SPEED1 AGUA MANSA RD BETWEEN S. RIVERSIDE AVE AND S. RANCHO AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED1 AGUA MANSA RD BETWEEN S. RIVERSIDE AVE AND S. RANCHO AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5601 56 X 0 1 1 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5401 54 X 0 1 1 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5230 52 XXX 3 0 3 STREET WIDTH (Ft.):
5101 51 X 0 1 1 EXPECTED RATE:
0 5042 50 XXXXXX 4 2 6* DATA COLLECTION METHOD: RADAR
4964 49 XXXXXXXXXX 6 4 10* PROPOSED SPEED LIMIT:
0 4836 48 XXXXXXXXX 3 6 9* DEVELOPMENT:
4765 47 XXXXXXXXXXX 6 5 11P ADT:
0 4646 46 XXXXXXXXXX 4 6 10A
4589 45 XXXXXXXXXXXXXXXXX 8 9 17C
4474 44 XXXXXXXXXXX 7 4 11E
4352 43 XXXXXXX 5 2 7* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4243 42 XXXXXXX 4 3 7*
4102 41 XX 0 2 2*
4040 40 XXXX 4 0 4 85TH %: 49.0 49.5 49.2 M.P.H.
3903 39 XXX 0 3 3
3800 38 0 0 0 50TH %: 45.8 45.7 45.7 M.P.H.
3701 37 X 0 1 1
3600 36 0 0 0 15TH %: 42.5 41.9 42.2 M.P.H.
3500 35 0 0 0
3400 34 0 0 0 10 MPH PACE: 42 - 51 41 - 50 41 - 50 M.P.H. 3300 33 0 0 0
3200 32 0 0 0 % IN PACE: 87% 86% 87%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 6% 6% 6%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 7% 8% 8%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 45.76 45.70 45.73 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 10.00 13.28 11.46
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.16 3.64 3.39 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.19 0.27 0.11
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.52 0.33 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
54 50 104
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:06 AM TO 10:22 AM # OF ACC.=0 SPEED2 BARTON RD BETWEEN WASHINGTON ST AND SOUTH CITY BOUNDARY LIMITS.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED2 BARTON RD BETWEEN WASHINGTON ST AND SOUTH CITY BOUNDARY LIMITS. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 50 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5810 58 X 1 0 1 ROAD CONDITION: GOOD
5700 57 0 0 0
5611 56 XX 1 1 2 ROAD SEGMENT LENGTH:
5520 55 XX 2 0 2 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5331 53 XXXX 3 1 4 ACCIDENT RATE:
0 5233 52 XXXXXX 3 3 6* STREET WIDTH (Ft.):
5143 51 XXXXXXX 4 3 7* EXPECTED RATE:
0 5015 50 XXXXXX 1 5 6* DATA COLLECTION METHOD: RADAR
4954 49 XXXXXXXXX 5 4 9P PROPOSED SPEED LIMIT:
0 4867 48 XXXXXXXXXXXXX 6 7 13A DEVELOPMENT:
4756 47 XXXXXXXXXXX 5 6 11C ADT:
0 4634 46 XXXXXXX 3 4 7E
4535 45 XXXXXXXX 3 5 8*
4424 44 XXXXXX 2 4 6*
4343 43 XXXXXXX 4 3 7* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4231 42 XXXX 3 1 4
4132 41 XXXXX 3 2 5
4002 40 XX 0 2 2 85TH %: 52.2 50.7 51.4 M.P.H.
3900 39 0 0 0
3811 38 XX 1 1 2 50TH %: 47.6 46.9 47.2 M.P.H.
3700 37 0 0 0
3600 36 0 0 0 15TH %: 43.0 43.1 43.0 M.P.H.
3500 35 0 0 0
3400 34 0 0 0 10 MPH PACE: 43 - 52 43 - 52 43 - 52 M.P.H. 3300 33 0 0 0
3200 32 0 0 0 % IN PACE: 72% 85% 78%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 14% 4% 9%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 14% 12% 13%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 47.62 46.88 47.25 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 19.46 13.56 16.42
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.41 3.68 4.05 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.39 0.26 0.16
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.51 0.40 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 52 102
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:02 AM TO 9:37 AM # OF ACC.=0 SPEED3 BARTON RD BETWEEN S.LA CADENA DR AND E.CITY LIMITS .

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED3 BARTON RD BETWEEN S.LA CADENA DR AND E.CITY LIMITS . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5310 53 X 1 0 1 ACCIDENT RATE:
0 5210 52 X 1 0 1 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5011 50 XX 1 1 2 DATA COLLECTION METHOD: RADAR
4934 49 XXXXXXX 3 4 7 PROPOSED SPEED LIMIT:
0 4842 48 XXXXXX 4 2 6* DEVELOPMENT:
4753 47 XXXXXXXX 5 3 8* ADT:
0 4657 46 XXXXXXXXXXXX 5 7 12*
4565 45 XXXXXXXXXXX 6 5 11P
4434 44 XXXXXXX 3 4 7A
4320 43 XX 2 0 2C EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4250 42 XXXXX 5 0 5E
4112 41 XXX 1 2 3*
4034 40 XXXXXXX 3 4 7* 85TH %: 48.3 47.4 47.9 M.P.H.
3946 39 XXXXXXXXXX 4 6 10*
3832 38 XXXXX 3 2 5 50TH %: 42.9 41.8 42.4 M.P.H.
3703 37 XXX 0 3 3
3620 36 XX 2 0 2 15TH %: 37.4 36.3 36.9 M.P.H.
3513 35 XXXX 1 3 4
3432 34 XXXXX 3 2 5 10 MPH PACE: 39 - 48 39 - 48 39 - 48 M.P.H. 3300 33 0 0 0
3210 32 X 1 0 1 % IN PACE: 69% 65% 67%
3102 31 XX 0 2 2
3000 30 0 0 0 % OVER PACE: 11% 10% 10%
2911 29 XX 1 1 2
2800 28 0 0 0 % UNDER PACE: 20% 25% 23%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 42.87 41.82 42.37 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 27.52 28.87 28.18
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 5.25 5.37 5.31 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.50 0.57 0.27
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.71 0.75 0.52 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
55 51 106
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:58 AM TO 10:43 AM # OF ACC.=0 SPEED4 C STREET BETWEEN N.RANCHO AVE AND COLTON AVE .

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED4 C STREET BETWEEN N.RANCHO AVE AND COLTON AVE . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 30 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
4200 42 0 0 0
4100 41 0 0 0
4000 40 0 0 0 85TH %: 34.0 33.4 33.7 M.P.H.
3911 39 XX 1 1 2
3800 38 0 0 0 50TH %: 29.3 29.1 29.2 M.P.H.
3700 37 0 0 0
3620 36 XX 2 0 2 15TH %: 24.6 24.9 24.8 M.P.H.
3543 35 XXXXXXX 4 3 7
3456 34 XXXXXXXXXXX 5 6 11* 10 MPH PACE: 25 - 34 25 - 34 25 - 34 M.P.H. 3355 33 XXXXXXXXXX 5 5 10*
3213 32 XXXX 1 3 4* % IN PACE: 73% 78% 75%
3134 31 XXXXXXX 3 4 7P
3040 30 XXXX 4 0 4A % OVER PACE: 13% 7% 10%
2967 29 XXXXXXXXXXXXX 6 7 13C
2806 28 XXXXXX 0 6 6E % UNDER PACE: 13% 15% 14%
2743 27 XXXXXXX 4 3 7*
2654 26 XXXXXXXXX 5 4 9* ARITHMETIC MEAN: 29.29 29.15 29.22 M.P.H. 2554 25 XXXXXXXXX 5 4 9*
2424 24 XXXXXX 2 4 6 SAMPLE VARIANCE: 20.72 16.62 18.46 2321 23 XXX 2 1 3
2203 22 XXX 0 3 3 STANDARD DEVIATION: 4.55 4.08 4.30 M.P.H. 2110 21 X 1 0 1
2020 20 XX 2 0 2 VARIANCE OF THE MEAN: 0.40 0.31 0.17
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.55 0.42 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
52 54 106
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Thursday, March 10, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:12 AM TO 10:48 AM # OF ACC.=0 SPEED5 COLTON AVE BETWEEN NORTH CITY LIMIT AND E. E ST.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED5 COLTON AVE BETWEEN NORTH CITY LIMIT AND E. E ST. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4501 45 X 0 1 1
4401 44 X 0 1 1
4310 43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4211 42 XX 1 1 2
4101 41 X 0 1 1
4000 40 0 0 0 85TH %: 38.1 39.5 38.8 M.P.H.
3934 39 XXXXXXX 3 4 7*
3856 38 XXXXXXXXXXX 5 6 11* 50TH %: 35.2 35.8 35.5 M.P.H. 3788 37 XXXXXXXXXXXXXXXX 8 8 16*
3667 36 XXXXXXXXXXXXX 6 7 13P 15TH %: 32.3 32.1 32.2 M.P.H. 3556 35 XXXXXXXXXXX 5 6 11A
3475 34 XXXXXXXXXXXX 7 5 12C 10 MPH PACE: 31 - 40 30 - 39 30 - 39 M.P.H. 3344 33 XXXXXXXX 4 4 8E
3292 32 XXXXXXXXXXX 9 2 11* % IN PACE: 96% 88% 92%
3131 31 XXXX 3 1 4*
3002 30 XX 0 2 2* % OVER PACE: 4% 8% 6%
2900 29 0 0 0
2801 28 X 0 1 1 % UNDER PACE: 0% 4% 2%
2700 27 0 0 0
2601 26 X 0 1 1 ARITHMETIC MEAN: 35.19 35.78 35.49 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 7.73 12.53 10.10
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 2.78 3.54 3.18 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.15 0.25 0.10
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.50 0.31 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
52 51 103
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 1, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:55 PM TO 2:25 PM # OF ACC.=0 SPEED6 CENTER ST BETWEEN S.RIVERSIDE AVE AND S.CITY LIMITS.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED6 CENTER ST BETWEEN S.RIVERSIDE AVE AND S.CITY LIMITS. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4801 48 X 0 1 1 DEVELOPMENT:
4710 47 X 1 0 1 ADT:
0 4602 46 XX 0 2 2
4530 45 XXX 3 0 3*
4402 44 XX 0 2 2*
4302 43 XX 0 2 2* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4265 42 XXXXXXXXXXX 6 5 11P
4137 41 XXXXXXXXXX 3 7 10A
4065 40 XXXXXXXXXXX 6 5 11C 85TH %: 42.5 43.0 42.8 M.P.H. 3984 39 XXXXXXXXXXXX 8 4 12E
3854 38 XXXXXXXXX 5 4 9* 50TH %: 38.0 38.5 38.2 M.P.H.
3743 37 XXXXXXX 4 3 7*
3635 36 XXXXXXXX 3 5 8* 15TH %: 33.4 33.9 33.6 M.P.H.
3511 35 XX 1 1 2
3412 34 XXX 1 2 3 10 MPH PACE: 36 - 45 35 - 44 36 - 45 M.P.H. 3310 33 X 1 0 1
3204 32 XXXX 0 4 4 % IN PACE: 76% 75% 74%
3142 31 XXXXXX 4 2 6
3030 30 XXX 3 0 3 % OVER PACE: 2% 6% 4%
2902 29 XX 0 2 2
2800 28 0 0 0 % UNDER PACE: 22% 20% 22%
2710 27 X 1 0 1
2600 26 0 0 0 ARITHMETIC MEAN: 37.96 38.45 38.21 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 19.55 19.49 19.39
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.42 4.42 4.40 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.39 0.38 0.19
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.62 0.44 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 51 101
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 11:04 AM TO 11:48 AM # OF ACC.=0 SPEED7 COOLEY DR BETWEEN E. COOLEY LN AND WASHINGTON ST .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED7 COOLEY DR BETWEEN E. COOLEY LN AND WASHINGTON ST . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5010 50 X 1 0 1 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4601 46 X 0 1 1
4510 45 X 1 0 1
4410 44 X 1 0 1
4330 43 XXX 3 0 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4220 42 XX 2 0 2
4100 41 0 0 0
4001 40 X 0 1 1 85TH %: 39.7 37.4 38.6 M.P.H.
3903 39 XXX 0 3 3
3811 38 XX 1 1 2 50TH %: 33.8 32.9 33.4 M.P.H.
3724 37 XXXXXX 2 4 6*
3645 36 XXXXXXXXX 4 5 9* 15TH %: 27.9 28.5 28.2 M.P.H.
3564 35 XXXXXXXXXX 6 4 10*
3456 34 XXXXXXXXXXX 5 6 11P 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 3334 33 XXXXXXX 3 4 7A
3253 32 XXXXXXXX 5 3 8C % IN PACE: 73% 81% 77%
3125 31 XXXXXXX 2 5 7E
3045 30 XXXXXXXXX 4 5 9* % OVER PACE: 18% 11% 14%
2934 29 XXXXXXX 3 4 7*
2833 28 XXXXXX 3 3 6* % UNDER PACE: 10% 8% 9%
2710 27 X 1 0 1
2602 26 XX 0 2 2 ARITHMETIC MEAN: 33.80 32.94 33.37 M.P.H. 2521 25 XXX 2 1 3
2410 24 X 1 0 1 SAMPLE VARIANCE: 32.44 18.29 25.17
2311 23 XX 1 1 2
2200 22 0 0 0 STANDARD DEVIATION: 5.70 4.28 5.02 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.64 0.35 0.24
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.80 0.59 0.49 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
51 53 104
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:15 PM TO 1:32 PM # OF ACC.=0 SPEED8 COOLEY DR BETWEEN S. MT VERNON AVE AND E. COOLEY LN.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED8 COOLEY DR BETWEEN S. MT VERNON AVE AND E. COOLEY LN. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5310 53 X 1 0 1 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5101 51 X 0 1 1 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4901 49 X 0 1 1 PROPOSED SPEED LIMIT:
0 4801 48 X 0 1 1 DEVELOPMENT:
4703 47 XXX 0 3 3 ADT:
0 4620 46 XX 2 0 2
4501 45 X 0 1 1
4423 44 XXXXX 2 3 5
4342 43 XXXXXX 4 2 6* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4264 42 XXXXXXXXXX 6 4 10*
4131 41 XXXX 3 1 4*
4054 40 XXXXXXXXX 5 4 9P 85TH %: 43.6 44.4 44.0 M.P.H.
3943 39 XXXXXXX 4 3 7A
3835 38 XXXXXXXX 3 5 8C 50TH %: 37.8 38.9 38.3 M.P.H.
3724 37 XXXXXX 2 4 6E
3636 36 XXXXXXXXX 3 6 9* 15TH %: 32.1 33.3 32.7 M.P.H.
3553 35 XXXXXXXX 5 3 8*
3442 34 XXXXXX 4 2 6* 10 MPH PACE: 34 - 43 35 - 44 34 - 43 M.P.H. 3310 33 X 1 0 1
3222 32 XXXX 2 2 4 % IN PACE: 74% 70% 71%
3130 31 XXX 3 0 3
3001 30 X 0 1 1 % OVER PACE: 9% 14% 15%
2902 29 XX 0 2 2
2800 28 0 0 0 % UNDER PACE: 17% 16% 15%
2701 27 X 0 1 1
2600 26 0 0 0 ARITHMETIC MEAN: 37.85 38.88 38.35 M.P.H. 2520 25 XX 2 0 2
2400 24 0 0 0 SAMPLE VARIANCE: 30.78 28.56 29.68
2310 23 X 1 0 1
2200 22 0 0 0 STANDARD DEVIATION: 5.55 5.34 5.45 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.58 0.57 0.29
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.76 0.76 0.54 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
53 50 103
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:46 PM TO 1:48 PM # OF ACC.=0 SPEED9 EUCALYPTUS AVE BETWEEN W.RANDALL AVE AND SAN BERNARDINO AVE.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED9 EUCALYPTUS AVE BETWEEN W.RANDALL AVE AND SAN BERNARDINO AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Mark
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 30 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4200 42 0 0 0
4100 41 0 0 0
4000 40 0 0 0 85TH %: 32.9 33.0 32.9 M.P.H.
3910 39 X 1 0 1
3800 38 0 0 0 50TH %: 29.2 29.1 29.2 M.P.H.
3701 37 X 0 1 1
3610 36 X 1 0 1 15TH %: 25.5 25.3 25.4 M.P.H.
3534 35 XXXXXXX 3 4 7
3421 34 XXX 2 1 3 10 MPH PACE: 25 - 34 24 - 33 24 - 33 M.P.H. 3323 33 XXXXX 2 3 5*
3256 32 XXXXXXXXXXX 5 6 11* % IN PACE: 84% 84% 84%
3145 31 XXXXXXXXX 4 5 9*
3037 30 XXXXXXXXXX 3 7 10P % OVER PACE: 10% 12% 13%
2941 29 XXXXX 4 1 5A
2864 28 XXXXXXXXXX 6 4 10C % UNDER PACE: 6% 4% 3%
2754 27 XXXXXXXXX 5 4 9E
2675 26 XXXXXXXXXXXX 7 5 12* ARITHMETIC MEAN: 29.20 29.14 29.17 M.P.H. 2543 25 XXXXXXX 4 3 7*
2425 24 XXXXXXX 2 5 7* SAMPLE VARIANCE: 13.06 13.68 13.24 2311 23 XX 1 1 2
2201 22 X 0 1 1 STANDARD DEVIATION: 3.61 3.70 3.64 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.27 0.13
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.52 0.36 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 51 101
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:10 AM TO 9:53 AM # OF ACC.=0 SPEED10 FAIRWAY DR BETWEEN N. MT VERNON AVE AND AUTO PLAZA DR.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED10 FAIRWAY DR BETWEEN N. MT VERNON AVE AND AUTO PLAZA DR. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4720 47 XX 2 0 2 ADT:
0 4600 46 0 0 0
4510 45 X 1 0 1
4432 44 XXXXX 3 2 5
4331 43 XXXX 3 1 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4223 42 XXXXX 2 3 5
4112 41 XXX 1 2 3
4021 40 XXX 2 1 3 85TH %: 41.7 40.0 40.9 M.P.H.
3932 39 XXXXX 3 2 5*
3814 38 XXXXX 1 4 5* 50TH %: 36.2 35.4 35.8 M.P.H.
3745 37 XXXXXXXXX 4 5 9*
3635 36 XXXXXXXX 3 5 8P 15TH %: 30.7 30.8 30.8 M.P.H.
3524 35 XXXXXX 2 4 6A
3463 34 XXXXXXXXX 6 3 9C 10 MPH PACE: 30 - 39 29 - 38 30 - 39 M.P.H. 3325 33 XXXXXXX 2 5 7E
3243 32 XXXXXXX 4 3 7* % IN PACE: 64% 74% 68%
3143 31 XXXXXXX 4 3 7*
3032 30 XXXXX 3 2 5* % OVER PACE: 28% 22% 23%
2913 29 XXXX 1 3 4
2830 28 XXX 3 0 3 % UNDER PACE: 8% 4% 9%
2701 27 X 0 1 1
2601 26 X 0 1 1 ARITHMETIC MEAN: 36.22 35.40 35.81 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 28.18 19.51 23.77
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 5.31 4.42 4.88 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.56 0.39 0.24
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.75 0.62 0.49 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 50 100
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 1, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:05 PM TO 12:39 PM # OF ACC.=0 SPEED11 HUNTS LN BETWEEN W.REDLANDS BLVD AND WASHINGTON ST .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED11 HUNTS LN BETWEEN W.REDLANDS BLVD AND WASHINGTON ST . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5202 52 XX 0 2 2 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5001 50 X 0 1 1 DATA COLLECTION METHOD: RADAR
4920 49 XX 2 0 2 PROPOSED SPEED LIMIT:
0 4802 48 XX 0 2 2 DEVELOPMENT:
4724 47 XXXXXX 2 4 6 ADT:
0 4610 46 X 1 0 1
4513 45 XXXX 1 3 4
4430 44 XXX 3 0 3
4322 43 XXXX 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4213 42 XXXX 1 3 4
4150 41 XXXXX 5 0 5*
4003 40 XXX 0 3 3* 85TH %: 43.0 45.3 44.4 M.P.H.
3913 39 XXXX 1 3 4*
3804 38 XXXX 0 4 4P 50TH %: 35.6 39.1 37.3 M.P.H.
3725 37 XXXXXXX 2 5 7A
3655 36 XXXXXXXXXX 5 5 10C 15TH %: 28.1 32.9 30.3 M.P.H. 3512 35 XXX 1 2 3E
3434 34 XXXXXXX 3 4 7* 10 MPH PACE: 27 - 36 31 - 40 32 - 41 M.P.H. 3322 33 XXXX 2 2 4*
3232 32 XXXXX 3 2 5* % IN PACE: 50% 63% 51%
3122 31 XXXX 2 2 4
3000 30 0 0 0 % OVER PACE: 40% 33% 29%
2931 29 XXXX 3 1 4
2820 28 XX 2 0 2 % UNDER PACE: 10% 4% 20%
2741 27 XXXXX 4 1 5
2620 26 XX 2 0 2 ARITHMETIC MEAN: 35.56 39.08 37.34 M.P.H. 2520 25 XX 2 0 2
2400 24 0 0 0 SAMPLE VARIANCE: 52.09 35.79 46.55
2310 23 X 1 0 1
2200 22 0 0 0 STANDARD DEVIATION: 7.22 5.98 6.82 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 1.04 0.70 0.46
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 1.02 0.84 0.68 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 51 101
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 11:05 AM TO 11:52 AM # OF ACC.=0 SPEED12 LA CADENA DR BETWEEN N. MT VERNON AVE AND N. 8TH ST.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED12 LA CADENA DR BETWEEN N. MT VERNON AVE AND N. 8TH ST. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4310 43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4200 42 0 0 0
4120 41 XX 2 0 2
4002 40 XX 0 2 2 85TH %: 37.8 36.6 37.2 M.P.H.
3920 39 XX 2 0 2
3843 38 XXXXXXX 4 3 7* 50TH %: 34.1 33.3 33.7 M.P.H.
3723 37 XXXXX 2 3 5*
3655 36 XXXXXXXXXX 5 5 10* 15TH %: 30.5 29.9 30.2 M.P.H. 3567 35 XXXXXXXXXXXXX 6 7 13P
3475 34 XXXXXXXXXXXX 7 5 12A 10 MPH PACE: 30 - 39 29 - 38 29 - 38 M.P.H. 3356 33 XXXXXXXXXXX 5 6 11C
3243 32 XXXXXXX 4 3 7E % IN PACE: 86% 92% 89%
3155 31 XXXXXXXXXX 5 5 10*
3034 30 XXXXXXX 3 4 7* % OVER PACE: 6% 4% 7%
2926 29 XXXXXXXX 2 6 8*
2810 28 X 1 0 1 % UNDER PACE: 8% 4% 4%
2702 27 XX 0 2 2
2610 26 X 1 0 1 ARITHMETIC MEAN: 34.14 33.27 33.70 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 12.25 10.44 11.41
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.50 3.23 3.38 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.20 0.11
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.45 0.34 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 51 101
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 1, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 11:10 AM TO 12:06 PM # OF ACC.=0 SPEED13 LA CADENA DR BETWEEN N. 8TH ST AND VALLEY BLVD .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED13 LA CADENA DR BETWEEN N. 8TH ST AND VALLEY BLVD . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4201 42 X 0 1 1
4120 41 XX 2 0 2
4001 40 X 0 1 1 85TH %: 35.3 35.8 35.5 M.P.H.
3900 39 0 0 0
3801 38 X 0 1 1 50TH %: 31.1 31.8 31.4 M.P.H.
3712 37 XXX 1 2 3*
3642 36 XXXXXX 4 2 6* 15TH %: 26.8 27.8 27.3 M.P.H.
3555 35 XXXXXXXXXX 5 5 10*
3434 34 XXXXXXX 3 4 7P 10 MPH PACE: 27 - 36 28 - 37 28 - 37 M.P.H. 3355 33 XXXXXXXXXX 5 5 10A
3245 32 XXXXXXXXX 4 5 9C % IN PACE: 81% 84% 82%
3147 31 XXXXXXXXXXX 4 7 11E
3024 30 XXXXXX 2 4 6* % OVER PACE: 6% 6% 5%
2976 29 XXXXXXXXXXXXX 7 6 13*
2863 28 XXXXXXXXX 6 3 9* % UNDER PACE: 13% 10% 14%
2720 27 XX 2 0 2
2631 26 XXXX 3 1 4 ARITHMETIC MEAN: 31.06 31.78 31.42 M.P.H. 2513 25 XXXX 1 3 4
2410 24 X 1 0 1 SAMPLE VARIANCE: 17.08 14.69 15.87
2321 23 XXX 2 1 3
2200 22 0 0 0 STANDARD DEVIATION: 4.13 3.83 3.98 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.33 0.29 0.15
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.54 0.39 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
52 51 103
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Thursday, March 10, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:15 AM TO 10:35 AM # OF ACC.=0 SPEED14 LA CADENA DR BETWEEN VALLEY BLVD AND BNSF RAILROAD OVERPASS.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED14 LA CADENA DR BETWEEN VALLEY BLVD AND BNSF RAILROAD OVERPASS. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5601 56 X 0 1 1 ROAD SEGMENT LENGTH:
5510 55 X 1 0 1 ACCIDENT HISTORY: 0.00
5402 54 XX 0 2 2 NUMBER OF LANES:
5330 53 XXX 3 0 3 ACCIDENT RATE:
0 5212 52 XXX 1 2 3 STREET WIDTH (Ft.):
5133 51 XXXXXX 3 3 6 EXPECTED RATE:
0 5043 50 XXXXXXX 4 3 7 DATA COLLECTION METHOD: RADAR
4945 49 XXXXXXXXX 4 5 9 PROPOSED SPEED LIMIT:
0 4832 48 XXXXX 3 2 5 DEVELOPMENT:
4712 47 XXX 1 2 3 ADT:
0 4623 46 XXXXX 2 3 5*
4541 45 XXXXX 4 1 5*
4421 44 XXX 2 1 3*
4340 43 XXXX 4 0 4P NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4211 42 XX 1 1 2A
4155 41 XXXXXXXXXX 5 5 10C
4056 40 XXXXXXXXXXX 5 6 11E 85TH %: 49.8 49.8 49.8 M.P.H. 3955 39 XXXXXXXXXX 5 5 10*
3843 38 XXXXXXX 4 3 7* 50TH %: 44.4 43.7 44.1 M.P.H.
3715 37 XXXXXX 1 5 6*
3621 36 XXX 2 1 3 15TH %: 39.0 37.6 38.3 M.P.H.
3501 35 X 0 1 1
3400 34 0 0 0 10 MPH PACE: 38 - 47 37 - 46 37 - 46 M.P.H. 3301 33 X 0 1 1
3200 32 0 0 0 % IN PACE: 60% 57% 58%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 35% 38% 37%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 5% 6% 5%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 44.38 43.74 44.06 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 27.02 34.62 30.57
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 5.20 5.88 5.53 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.49 0.65 0.28
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.70 0.81 0.53 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
55 53 108
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:43 AM TO 9:58 AM # OF ACC.=0 SPEED15 LA CADENA DR BETWEEN BNSF RAILROAD OVERPASS AND S.CITY LIMITS .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED15 LA CADENA DR BETWEEN BNSF RAILROAD OVERPASS AND S.CITY LIMITS . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6201 62 X 0 1 1 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 50 MPH
6012 60 XXX 1 2 3 ROAD SURFACE: DRY
5901 59 X 0 1 1 COMMENTS:
5810 58 X 1 0 1 ROAD CONDITION: GOOD
5703 57 XXX 0 3 3
5620 56 XX 2 0 2 ROAD SEGMENT LENGTH:
5514 55 XXXXX 1 4 5* ACCIDENT HISTORY: 0.00
5445 54 XXXXXXXXX 4 5 9* NUMBER OF LANES:
5323 53 XXXXX 2 3 5* ACCIDENT RATE:
0 5247 52 XXXXXXXXXXX 4 7 11P STREET WIDTH (Ft.):
5176 51 XXXXXXXXXXXXX 7 6 13A EXPECTED RATE:
0 5042 50 XXXXXX 4 2 6C DATA COLLECTION METHOD: RADAR
4994 49 XXXXXXXXXXXXX 9 4 13E PROPOSED SPEED LIMIT:
0 4862 48 XXXXXXXX 6 2 8* DEVELOPMENT:
4741 47 XXXXX 4 1 5* ADT:
0 4603 46 XXX 0 3 3*
4510 45 X 1 0 1
4400 44 0 0 0
4320 43 XX 2 0 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4210 42 X 1 0 1
4103 41 XXX 0 3 3
4010 40 X 1 0 1 85TH %: 54.7 57.1 55.9 M.P.H.
3900 39 0 0 0
3810 38 X 1 0 1 50TH %: 48.9 50.4 49.6 M.P.H.
3701 37 X 0 1 1
3600 36 0 0 0 15TH %: 43.1 43.6 43.3 M.P.H.
3500 35 0 0 0
3421 34 XXX 2 1 3 10 MPH PACE: 47 - 56 46 - 55 46 - 55 M.P.H. 3302 33 XX 0 2 2
3200 32 0 0 0 % IN PACE: 80% 73% 74%
3110 31 X 1 0 1
3000 30 0 0 0 % OVER PACE: 4% 14% 10%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 17% 14% 15%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 48.87 50.35 49.59 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 31.51 42.43 37.01
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 5.61 6.51 6.08 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.58 0.83 0.35
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.76 0.91 0.59 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
54 51 105
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 2:16 PM TO 3:05 PM # OF ACC.=0 SPEED16 LAUREL ST BETWEEN GRAND AVE AND PENNSYLVANIA AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED16 LAUREL ST BETWEEN GRAND AVE AND PENNSYLVANIA AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4720 47 XX 2 0 2 ADT:
0 4600 46 0 0 0
4502 45 XX 0 2 2
4401 44 X 0 1 1
4302 43 XX 0 2 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4211 42 XX 1 1 2
4101 41 X 0 1 1
4031 40 XXXX 3 1 4* 85TH %: 39.5 39.9 39.7 M.P.H.
3922 39 XXXX 2 2 4*
3853 38 XXXXXXXX 5 3 8* 50TH %: 35.4 35.0 35.2 M.P.H.
3764 37 XXXXXXXXXX 6 4 10P
3643 36 XXXXXXX 4 3 7A 15TH %: 31.4 30.2 30.8 M.P.H.
3545 35 XXXXXXXXX 4 5 9C
3466 34 XXXXXXXXXXXX 6 6 12E 10 MPH PACE: 31 - 40 30 - 39 31 - 40 M.P.H. 3354 33 XXXXXXXXX 5 4 9*
3264 32 XXXXXXXXXX 6 4 10* % IN PACE: 90% 76% 80%
3143 31 XXXXXXX 4 3 7*
3004 30 XXXX 0 4 4 % OVER PACE: 6% 16% 10%
2912 29 XXX 1 2 3
2800 28 0 0 0 % UNDER PACE: 4% 8% 10%
2711 27 XX 1 1 2
2600 26 0 0 0 ARITHMETIC MEAN: 35.42 35.04 35.23 M.P.H. 2500 25 0 0 0
2401 24 X 0 1 1 SAMPLE VARIANCE: 15.35 21.63 18.34
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.92 4.65 4.28 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.31 0.43 0.18
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.66 0.43 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 50 100
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 1, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:15 PM TO 2:12 PM # OF ACC.=0 SPEED17 LAUREL ST BETWEEN PENNSYLVANIA AVE AND N. MT VERNON AVE .

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED17 LAUREL ST BETWEEN PENNSYLVANIA AVE AND N. MT VERNON AVE . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4601 46 X 0 1 1
4511 45 XX 1 1 2
4401 44 X 0 1 1
4300 43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
4220 42 XX 2 0 2
4121 41 XXX 2 1 3
4002 40 XX 0 2 2 85TH %: 37.6 38.6 38.1 M.P.H.
3923 39 XXXXX 2 3 5
3800 38 0 0 0 50TH %: 33.2 33.3 33.2 M.P.H.
3702 37 XX 0 2 2
3632 36 XXXXX 3 2 5* 15TH %: 28.8 28.0 28.4 M.P.H.
3564 35 XXXXXXXXXX 6 4 10*
3446 34 XXXXXXXXXX 4 6 10* 10 MPH PACE: 27 - 36 28 - 37 27 - 36 M.P.H. 3374 33 XXXXXXXXXXX 7 4 11P
3256 32 XXXXXXXXXXX 5 6 11A % IN PACE: 84% 75% 79%
3154 31 XXXXXXXXX 5 4 9C
3043 30 XXXXXXX 4 3 7E % OVER PACE: 14% 18% 18%
2933 29 XXXXXX 3 3 6*
2824 28 XXXXXX 2 4 6* % UNDER PACE: 2% 8% 3%
2732 27 XXXXX 3 2 5*
2610 26 X 1 0 1 ARITHMETIC MEAN: 33.18 33.29 33.24 M.P.H. 2500 25 0 0 0
2401 24 X 0 1 1 SAMPLE VARIANCE: 17.86 25.81 21.66
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.23 5.08 4.65 M.P.H. 2100 21 0 0 0
2001 20 X 0 1 1 VARIANCE OF THE MEAN: 0.36 0.51 0.21
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.71 0.46 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 51 101
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 1, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:05 AM TO 10:05 AM # OF ACC.=0 SPEED18 M ST BETWEEN S. LA CADENA DR AND MT VERNON AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED18 M ST BETWEEN S. LA CADENA DR AND MT VERNON AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4902 49 XX 0 2 2 PROPOSED SPEED LIMIT:
0 4830 48 XXX 3 0 3 DEVELOPMENT:
4702 47 XX 0 2 2 ADT:
0 4603 46 XXX 0 3 3
4521 45 XXX 2 1 3
4411 44 XX 1 1 2
4340 43 XXXX 4 0 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4211 42 XX 1 1 2
4155 41 XXXXXXXXXX 5 5 10*
4056 40 XXXXXXXXXXX 5 6 11* 85TH %: 43.3 43.7 43.5 M.P.H. 3955 39 XXXXXXXXXX 5 5 10*
3843 38 XXXXXXX 4 3 7P 50TH %: 38.3 38.6 38.5 M.P.H.
3715 37 XXXXXX 1 5 6A
3642 36 XXXXXX 4 2 6C 15TH %: 33.3 33.5 33.4 M.P.H.
3543 35 XXXXXXX 4 3 7E
3414 34 XXXXX 1 4 5* 10 MPH PACE: 32 - 41 33 - 42 32 - 41 M.P.H. 3342 33 XXXXXX 4 2 6*
3231 32 XXXX 3 1 4* % IN PACE: 72% 72% 72%
3102 31 XX 0 2 2
3021 30 XXX 2 1 3 % OVER PACE: 22% 18% 21%
2901 29 X 0 1 1
2800 28 0 0 0 % UNDER PACE: 6% 10% 7%
2710 27 X 1 0 1
2600 26 0 0 0 ARITHMETIC MEAN: 38.28 38.64 38.46 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 23.31 24.15 23.52
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.83 4.91 4.85 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.47 0.48 0.24
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.68 0.70 0.49 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 50 100
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:05 AM TO 10:42 AM # OF ACC.=0 SPEED19 MERIDIAN AVE BETWEEN RANDALL AVE AND W. VALLEY BLVD.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED19 MERIDIAN AVE BETWEEN RANDALL AVE AND W. VALLEY BLVD. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Mark
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4720 47 XX 2 0 2 ADT:
0 4613 46 XXXX 1 3 4
4532 45 XXXXX 3 2 5
4411 44 XX 1 1 2
4340 43 XXXX 4 0 4* NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4243 42 XXXXXXX 4 3 7*
4145 41 XXXXXXXXX 4 5 9*
4056 40 XXXXXXXXXXX 5 6 11P 85TH %: 43.6 42.2 42.9 M.P.H. 3976 39 XXXXXXXXXXXXX 7 6 13A
3835 38 XXXXXXXX 3 5 8C 50TH %: 39.3 38.3 38.8 M.P.H.
3756 37 XXXXXXXXXXX 5 6 11E
3646 36 XXXXXXXXXX 4 6 10* 15TH %: 34.9 34.5 34.7 M.P.H. 3525 35 XXXXXXX 2 5 7*
3413 34 XXXX 1 3 4* 10 MPH PACE: 36 - 45 33 - 42 34 - 43 M.P.H. 3302 33 XX 0 2 2
3221 32 XXX 2 1 3 % IN PACE: 80% 85% 80%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 6% 11% 12%
2911 29 XX 1 1 2
2810 28 X 1 0 1 % UNDER PACE: 14% 4% 8%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 39.28 38.35 38.79 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 17.59 13.56 15.55
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.19 3.68 3.94 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.35 0.25 0.15
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.59 0.50 0.38 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 55 105
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:27 PM TO 1:52 PM # OF ACC.=0 SPEED20 MILL ST BETWEEN N. RANCHO AVE AND BNSF RAILROAD OVERPASS .

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED20 MILL ST BETWEEN N. RANCHO AVE AND BNSF RAILROAD OVERPASS . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5010 50 X 1 0 1 DATA COLLECTION METHOD: RADAR
4901 49 X 0 1 1 PROPOSED SPEED LIMIT:
0 4810 48 X 1 0 1 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4612 46 XXX 1 2 3
4523 45 XXXXX 2 3 5
4410 44 X 1 0 1
4302 43 XX 0 2 2* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4246 42 XXXXXXXXXX 4 6 10*
4131 41 XXXX 3 1 4*
4054 40 XXXXXXXXX 5 4 9P 85TH %: 42.4 43.0 42.7 M.P.H.
3936 39 XXXXXXXXX 3 6 9A
3834 38 XXXXXXX 3 4 7C 50TH %: 36.6 37.9 37.2 M.P.H.
3743 37 XXXXXXX 4 3 7E
3645 36 XXXXXXXXX 4 5 9* 15TH %: 30.8 32.8 31.8 M.P.H.
3535 35 XXXXXXXX 3 5 8*
3432 34 XXXXX 3 2 5* 10 MPH PACE: 34 - 43 34 - 43 34 - 43 M.P.H. 3301 33 X 0 1 1
3232 32 XXXXX 3 2 5 % IN PACE: 59% 72% 65%
3121 31 XXX 2 1 3
3043 30 XXXXXXX 4 3 7 % OVER PACE: 11% 11% 11%
2950 29 XXXXX 5 0 5
2810 28 X 1 0 1 % UNDER PACE: 30% 17% 23%
2702 27 XX 0 2 2
2610 26 X 1 0 1 ARITHMETIC MEAN: 36.59 37.87 37.22 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 31.23 24.08 27.84
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 5.59 4.91 5.28 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.58 0.45 0.26
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.76 0.67 0.51 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
54 53 107
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 9, 2022
COLTON

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DATA ENTRY COLUMNS
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:12 PM TO 13:08 PM # OF ACC.=0 SPEED21 MT VERNON AVE BETWEEN JOHNSTON ST AND GRANT AVE.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED21 MT VERNON AVE BETWEEN JOHNSTON ST AND GRANT AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 25 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 LANES PER DIRECTION:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4200 42 0 0 0
4100 41 0 0 0
4000 40 0 0 0 85TH %: 28.0 28.5 28.3 M.P.H.
3900 39 0 0 0
3800 38 0 0 0 50TH %: 24.7 25.1 24.9 M.P.H.
3700 37 0 0 0
3600 36 0 0 0 15TH %: 21.3 21.7 21.5 M.P.H.
3510 35 x 1 0 1
3400 34 0 0 0 10 MPH PACE: 21 - 30 20 - 29 20 - 29 M.P.H. 3300 33 0 0 0
3203 32 xxx 0 3 3 % IN PACE: 88% 84% 86%
3122 31 xxxx 2 2 4
3002 30 xx 0 2 2 % OVER PACE: 6% 14% 10%
2931 29 xxxx 3 1 4*
2812 28 XXX 1 2 3* % UNDER PACE: 6% 2% 4%
2763 27 XXXXXXXXX 6 3 9*
2646 26 XXXXXXXXXX 4 6 10P ARITHMETIC MEAN: 24.68 25.14 24.91 M.P.H. 2578 25 XXXXXXXXXXXXXXX 7 8 15A
2489 24 XXXXXXXXXXXXXXXXX 8 9 17C SAMPLE VARIANCE: 10.55 10.74 10.59 2375 23 XXXXXXXXXXXX 7 5 12E
2252 22 XXXXXXX 5 2 7* STANDARD DEVIATION: 3.25 3.28 3.25 M.P.H. 2133 21 XXXXXX 3 3 6*
2003 20 XXX 0 3 3* VARIANCE OF THE MEAN: 0.21 0.21 0.11 1921 19 XXX 2 1 3
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.46 0.46 0.33 M.P.H. 1710 17 X 1 0 1
1600 16 0 0 0
1500 15 0 0 0
50 50 100
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, February 23, 2022
City of Colton

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:06 AM TO 9:28 AM # OF ACC.=0 SPEED22 MT VERNON AVE BETWEEN E. CITRUS ST-GRANT AVE. AND VALLEY BLVD.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED22 MT VERNON AVE BETWEEN E. CITRUS ST-GRANT AVE. AND VALLEY BLVD. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5510 55 X 1 0 1 ACCIDENT HISTORY: 0.00
5421 54 XXX 2 1 3 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5220 52 XX 2 0 2 STREET WIDTH (Ft.):
5111 51 XX 1 1 2 EXPECTED RATE:
0 5030 50 XXX 3 0 3 DATA COLLECTION METHOD: RADAR
4920 49 XX 2 0 2 PROPOSED SPEED LIMIT:
0 4830 48 XXX 3 0 3 DEVELOPMENT:
4740 47 XXXX 4 0 4 ADT:
0 4620 46 XX 2 0 2
4512 45 XXX 1 2 3
4401 44 X 0 1 1
4330 43 XXX 3 0 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4220 42 XX 2 0 2
4130 41 XXX 3 0 3*
4021 40 XXX 2 1 3* 85TH %: 49.1 41.6 46.1 M.P.H.
3956 39 XXXXXXXXXXX 5 6 11*
3848 38 XXXXXXXXXXXX 4 8 12P 50TH %: 42.4 36.9 39.7 M.P.H. 3736 37 XXXXXXXXX 3 6 9A
3616 36 XXXXXXX 1 6 7C 15TH %: 35.8 32.2 33.3 M.P.H.
3535 35 XXXXXXXX 3 5 8E
3446 34 XXXXXXXXXX 4 6 10* 10 MPH PACE: 34 - 43 32 - 41 32 - 41 M.P.H. 3304 33 XXXX 0 4 4*
3213 32 XXXX 1 3 4* % IN PACE: 57% 87% 68%
3110 31 X 1 0 1
3001 30 X 0 1 1 % OVER PACE: 40% 10% 30%
2900 29 0 0 0
2801 28 X 0 1 1 % UNDER PACE: 4% 4% 3%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 42.43 36.92 39.70 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 40.87 20.62 38.21
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 6.39 4.54 6.18 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.77 0.40 0.36
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.88 0.63 0.60 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
53 52 105
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 9, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:45 PM TO 2:08 PM # OF ACC.=0 SPEED23 MT VERNON AVE BETWEEN E. VALLEY BLVD AND COOLEY DR.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED23 MT VERNON AVE BETWEEN E. VALLEY BLVD AND COOLEY DR. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4710 47 X 1 0 1 ADT:
0 4610 46 X 1 0 1
4511 45 XX 1 1 2
4421 44 XXX 2 1 3
4301 43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4201 42 X 0 1 1
4103 41 XXX 0 3 3
4001 40 X 0 1 1 85TH %: 39.3 39.3 39.3 M.P.H.
3913 39 XXXX 1 3 4
3854 38 XXXXXXXXX 5 4 9* 50TH %: 34.4 34.6 34.5 M.P.H.
3740 37 XXXX 4 0 4*
3653 36 XXXXXXXX 5 3 8* 15TH %: 29.4 29.8 29.6 M.P.H.
3524 35 XXXXXX 2 4 6P
3436 34 XXXXXXXXX 3 6 9A 10 MPH PACE: 29 - 38 30 - 39 29 - 38 M.P.H. 3352 33 XXXXXXX 5 2 7C
3246 32 XXXXXXXXXX 4 6 10E % IN PACE: 82% 72% 77%
3155 31 XXXXXXXXXX 5 5 10*
3063 30 XXXXXXXXX 6 3 9* % OVER PACE: 12% 16% 17%
2933 29 XXXXXX 3 3 6*
2822 28 XXXX 2 2 4 % UNDER PACE: 6% 12% 6%
2710 27 X 1 0 1
2600 26 0 0 0 ARITHMETIC MEAN: 34.37 34.58 34.48 M.P.H. 2501 25 X 0 1 1
2400 24 0 0 0 SAMPLE VARIANCE: 22.96 21.11 21.83
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.79 4.59 4.67 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.45 0.42 0.22
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.67 0.65 0.46 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
51 50 101
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:02 AM TO 9:43 AM # OF ACC.=0 SPEED24 MT VERNON AVE BETWEEN COOLEY DR AND WASHINGTON ST .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED24 MT VERNON AVE BETWEEN COOLEY DR AND WASHINGTON ST . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4510 45 X 1 0 1
4401 44 X 0 1 1
4300 43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4222 42 XXXX 2 2 4
4112 41 XXX 1 2 3
4032 40 XXXXX 3 2 5 85TH %: 39.2 39.6 39.4 M.P.H.
3945 39 XXXXXXXXX 4 5 9*
3837 38 XXXXXXXXXX 3 7 10* 50TH %: 33.9 34.9 34.4 M.P.H. 3753 37 XXXXXXXX 5 3 8*
3625 36 XXXXXXX 2 5 7P 15TH %: 28.5 30.2 29.4 M.P.H.
3562 35 XXXXXXXX 6 2 8A
3405 34 XXXXX 0 5 5C 10 MPH PACE: 31 - 40 30 - 39 30 - 39 M.P.H. 3324 33 XXXXXX 2 4 6E
3231 32 XXXX 3 1 4* % IN PACE: 61% 77% 69%
3134 31 XXXXXXX 3 4 7*
3035 30 XXXXXXXX 3 5 8* % OVER PACE: 8% 13% 13%
2940 29 XXXX 4 0 4
2832 28 XXXXX 3 2 5 % UNDER PACE: 31% 9% 17%
2731 27 XXXX 3 1 4
2601 26 X 0 1 1 ARITHMETIC MEAN: 33.86 34.94 34.41 M.P.H. 2520 25 XX 2 0 2
2410 24 X 1 0 1 SAMPLE VARIANCE: 26.36 20.52 23.45
2301 23 X 0 1 1
2200 22 0 0 0 STANDARD DEVIATION: 5.13 4.53 4.84 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.52 0.39 0.23
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.72 0.62 0.47 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
51 53 104
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

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COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:58 PM TO 2:52 PM # OF ACC.=0 SPEED25 CITRUS ST BETWEEN TERESA AVE AND RANCHO AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED25 CITRUS ST BETWEEN TERESA AVE AND RANCHO AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 25 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
4210 42 X 1 0 1
4110 41 X 1 0 1
4002 40 XX 0 2 2 85TH %: 35.7 34.6 35.1 M.P.H.
3900 39 0 0 0
3810 38 X 1 0 1 50TH %: 30.6 30.5 30.6 M.P.H.
3711 37 XX 1 1 2
3632 36 XXXXX 3 2 5* 15TH %: 25.6 26.4 26.0 M.P.H.
3502 35 XX 0 2 2*
3464 34 XXXXXXXXXX 6 4 10* 10 MPH PACE: 27 - 36 25 - 34 27 - 36 M.P.H. 3378 33 XXXXXXXXXXXXXXX 7 8 15P
3256 32 XXXXXXXXXXX 5 6 11A % IN PACE: 75% 80% 77%
3145 31 XXXXXXXXX 4 5 9C
3024 30 XXXXXX 2 4 6E % OVER PACE: 8% 13% 7%
2953 29 XXXXXXXX 5 3 8*
2834 28 XXXXXXX 3 4 7* % UNDER PACE: 18% 7% 17%
2736 27 XXXXXXXXX 3 6 9*
2620 26 XX 2 0 2 ARITHMETIC MEAN: 30.61 30.50 30.55 M.P.H. 2505 25 XXXXX 0 5 5
2414 24 XXXXX 1 4 5 SAMPLE VARIANCE: 23.72 15.71 19.34
2320 23 XX 2 0 2
2210 22 X 1 0 1 STANDARD DEVIATION: 4.87 3.96 4.40 M.P.H. 2120 21 XX 2 0 2
2010 20 X 1 0 1 VARIANCE OF THE MEAN: 0.47 0.28 0.18
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.68 0.53 0.43 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
51 56 107
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

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COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:28 PM TO 1:19 PM # OF ACC.=0 SPEED26 OLIVE ST BETWEEN MERIDIAN AVE AND N. RANCHO AVE RAIL RD.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED26 OLIVE ST BETWEEN MERIDIAN AVE AND N. RANCHO AVE RAIL RD. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 30 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
4200 42 0 0 0
4100 41 0 0 0
4000 40 0 0 0 85TH %: 31.9 31.8 31.9 M.P.H.
3901 39 X 0 1 1
3800 38 0 0 0 50TH %: 27.8 27.1 27.4 M.P.H.
3711 37 XX 1 1 2
3601 36 X 0 1 1 15TH %: 23.7 22.3 23.0 M.P.H.
3510 35 X 1 0 1
3431 34 XXXX 3 1 4 10 MPH PACE: 24 - 33 24 - 33 24 - 33 M.P.H. 3324 33 XXXXXX 2 4 6*
3230 32 XXX 3 0 3* % IN PACE: 80% 74% 77%
3122 31 XXXX 2 2 4*
3054 30 XXXXXXXXX 5 4 9P % OVER PACE: 10% 8% 9%
2942 29 XXXXXX 4 2 6A
2834 28 XXXXXXX 3 4 7C % UNDER PACE: 10% 18% 14%
2756 27 XXXXXXXXXXX 5 6 11E
2646 26 XXXXXXXXXX 4 6 10* ARITHMETIC MEAN: 27.78 27.06 27.42 M.P.H. 2573 25 XXXXXXXXXX 7 3 10*
2456 24 XXXXXXXXXXX 5 6 11* SAMPLE VARIANCE: 15.69 21.32 18.45 2321 23 XXX 2 1 3
2201 22 X 0 1 1 STANDARD DEVIATION: 3.96 4.62 4.30 M.P.H. 2123 21 XXXXX 2 3 5
2002 20 XX 0 2 2 VARIANCE OF THE MEAN: 0.31 0.43 0.18
1912 19 XXX 1 2 3
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.65 0.43 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 50 100
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Thursday, March 10, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:42 AM TO 10:31 AM # OF ACC.=0 SPEED27 OLIVE ST BETWEEN N. RANCHO AVE AND N. LA CADENA AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED27 OLIVE ST BETWEEN N. RANCHO AVE AND N. LA CADENA AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 25 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
4200 42 0 0 0
4100 41 0 0 0
4000 40 0 0 0 85TH %: 31.6 31.7 31.6 M.P.H.
3900 39 0 0 0
3800 38 0 0 0 50TH %: 27.0 27.0 27.0 M.P.H.
3701 37 X 0 1 1
3621 36 XXX 2 1 3 15TH %: 22.4 22.3 22.4 M.P.H.
3522 35 XXXX 2 2 4
3420 34 XX 2 0 2 10 MPH PACE: 21 - 30 23 - 32 21 - 30 M.P.H. 3301 33 X 0 1 1
3224 32 XXXXXX 2 4 6 % IN PACE: 78% 72% 74%
3113 31 XXXX 1 3 4
3043 30 XXXXXXX 4 3 7* % OVER PACE: 18% 10% 21%
2945 29 XXXXXXXXX 4 5 9*
2851 28 XXXXXX 5 1 6* % UNDER PACE: 4% 18% 5%
2764 27 XXXXXXXXXX 6 4 10P
2633 26 XXXXXX 3 3 6A ARITHMETIC MEAN: 27.04 26.98 27.01 M.P.H. 2556 25 XXXXXXXXXXX 5 6 11C
2435 24 XXXXXXXX 3 5 8E SAMPLE VARIANCE: 19.63 20.51 19.87 2332 23 XXXXX 3 2 5*
2243 22 XXXXXXX 4 3 7* STANDARD DEVIATION: 4.43 4.53 4.46 M.P.H. 2123 21 XXXXX 2 3 5*
2001 20 X 0 1 1 VARIANCE OF THE MEAN: 0.39 0.41 0.20
1902 19 XX 0 2 2
1810 18 X 1 0 1 STD. ERROR OF THE MEAN: 0.63 0.64 0.45 M.P.H. 1710 17 X 1 0 1
1600 16 0 0 0
1500 15 0 0 0
50 50 100
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

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COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:37 AM TO 11:32 AM # OF ACC.=0 SPEED28 PENNSYLVANIA AVE BETWEEN MILL ST AND W. VALLEY BLVD .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED28 PENNSYLVANIA AVE BETWEEN MILL ST AND W. VALLEY BLVD . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4501 45 X 0 1 1
4400 44 0 0 0
4321 43 XXX 2 1 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4210 42 X 1 0 1
4121 41 XXX 2 1 3
4012 40 XXX 1 2 3 85TH %: 37.8 37.7 37.7 M.P.H.
3920 39 XX 2 0 2
3813 38 XXXX 1 3 4 50TH %: 33.2 33.2 33.2 M.P.H.
3702 37 XX 0 2 2
3643 36 XXXXXXX 4 3 7* 15TH %: 28.5 28.6 28.6 M.P.H.
3534 35 XXXXXXX 3 4 7*
3455 34 XXXXXXXXXX 5 5 10* 10 MPH PACE: 27 - 36 29 - 38 27 - 36 M.P.H. 3343 33 XXXXXXX 4 3 7P
3246 32 XXXXXXXXXX 4 6 10A % IN PACE: 78% 76% 77%
3156 31 XXXXXXXXXXX 5 6 11C
3075 30 XXXXXXXXXXXX 7 5 12E % OVER PACE: 18% 10% 19%
2921 29 XXX 2 1 3*
2843 28 XXXXXXX 4 3 7* % UNDER PACE: 4% 14% 4%
2712 27 XXX 1 2 3*
2611 26 XX 1 1 2 ARITHMETIC MEAN: 33.16 33.16 33.16 M.P.H. 2510 25 X 1 0 1
2400 24 0 0 0 SAMPLE VARIANCE: 19.89 19.32 19.41
2301 23 X 0 1 1
2200 22 0 0 0 STANDARD DEVIATION: 4.46 4.40 4.41 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.40 0.39 0.19
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.62 0.44 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 50 100
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:35 PM TO 1:52 PM # OF ACC.=0 SPEED29 PEPPER AVE BETWEEN RANDALL AVE AND W. VALLEY BLVD .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED29 PEPPER AVE BETWEEN RANDALL AVE AND W. VALLEY BLVD . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6110 61 X 1 0 1 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5801 58 X 0 1 1 ROAD CONDITION: GOOD
5700 57 0 0 0
5601 56 X 0 1 1 ROAD SEGMENT LENGTH:
5510 55 X 1 0 1 ACCIDENT HISTORY: 0.00
5431 54 XXXX 3 1 4 NUMBER OF LANES:
5340 53 XXXX 4 0 4 ACCIDENT RATE:
0 5221 52 XXX 2 1 3 STREET WIDTH (Ft.):
5104 51 XXXX 0 4 4 EXPECTED RATE:
0 5021 50 XXX 2 1 3 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4832 48 XXXXX 3 2 5* DEVELOPMENT:
4715 47 XXXXXX 1 5 6* ADT:
0 4643 46 XXXXXXX 4 3 7*
4541 45 XXXXX 4 1 5P
4402 44 XX 0 2 2A
4304 43 XXXX 0 4 4C NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4226 42 XXXXXXXX 2 6 8E
4105 41 XXXXX 0 5 5*
4026 40 XXXXXXXX 2 6 8* 85TH %: 49.6 49.7 49.9 M.P.H.
3943 39 XXXXXXX 4 3 7*
3830 38 XXX 3 0 3 50TH %: 40.7 43.4 41.9 M.P.H.
3721 37 XXX 2 1 3
3650 36 XXXXX 5 0 5 15TH %: 31.8 37.1 34.0 M.P.H.
3522 35 XXXX 2 2 4
3420 34 XX 2 0 2 10 MPH PACE: 30 - 39 39 - 48 39 - 48 M.P.H. 3350 33 XXXXX 5 0 5
3200 32 0 0 0 % IN PACE: 48% 71% 50%
3141 31 XXXXX 4 1 5
3030 30 XXX 3 0 3 % OVER PACE: 46% 17% 19%
2922 29 XXXX 2 2 4
2810 28 X 1 0 1 % UNDER PACE: 6% 12% 31%
2700 27 0 0 0
2610 26 X 1 0 1 ARITHMETIC MEAN: 40.73 43.42 41.95 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 73.62 36.92 58.37
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 8.58 6.08 7.64 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 1.17 0.71 0.51
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 1.08 0.84 0.71 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
63 52 115
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LOCATION:

Thursday, March 10, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:48 PM TO 1:12 PM # OF ACC.=0 SPEED30 RANCHO AVE BETWEEN N. CITY LIMIT AND MILL ST.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED30 RANCHO AVE BETWEEN N. CITY LIMIT AND MILL ST. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5010 50 X 1 0 1 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4801 48 X 0 1 1 DEVELOPMENT:
4710 47 X 1 0 1 ADT:
0 4622 46 XXXX 2 2 4
4503 45 XXX 0 3 3
4432 44 XXXXX 3 2 5
4346 43 XXXXXXXXXX 4 6 10* NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4224 42 XXXXXX 2 4 6*
4165 41 XXXXXXXXXXX 6 5 11*
4064 40 XXXXXXXXXX 6 4 10P 85TH %: 43.3 43.8 43.5 M.P.H. 3943 39 XXXXXXX 4 3 7A
3821 38 XXX 2 1 3C 50TH %: 38.6 38.2 38.4 M.P.H.
3725 37 XXXXXXX 2 5 7E
3650 36 XXXXX 5 0 5* 15TH %: 33.9 32.6 33.3 M.P.H.
3530 35 XXX 3 0 3*
3452 34 XXXXXXX 5 2 7* 10 MPH PACE: 34 - 43 37 - 46 34 - 43 M.P.H. 3334 33 XXXXXXX 3 4 7
3225 32 XXXXXXX 2 5 7 % IN PACE: 74% 65% 64%
3113 31 XXXX 1 3 4
3002 30 XX 0 2 2 % OVER PACE: 13% 2% 14%
2910 29 X 1 0 1
2801 28 X 0 1 1 % UNDER PACE: 13% 33% 21%
2701 27 X 0 1 1
2600 26 0 0 0 ARITHMETIC MEAN: 38.62 38.19 38.40 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 20.39 28.98 24.54
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.52 5.38 4.95 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.38 0.54 0.23
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.62 0.73 0.48 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
53 54 107
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 9, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:20 PM TO 12:40 PM # OF ACC.=0 SPEED31 RANCHO AVE BETWEEN MILL ST AND W. VALLEY BLVD.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED31 RANCHO AVE BETWEEN MILL ST AND W. VALLEY BLVD. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5201 52 X 0 1 1 STREET WIDTH (Ft.):
5101 51 X 0 1 1 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4901 49 X 0 1 1 PROPOSED SPEED LIMIT:
0 4830 48 XXX 3 0 3 DEVELOPMENT:
4702 47 XX 0 2 2 ADT:
0 4613 46 XXXX 1 3 4
4541 45 XXXXX 4 1 5
4411 44 XX 1 1 2
4331 43 XXXX 3 1 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4220 42 XX 2 0 2
4132 41 XXXXX 3 2 5
4033 40 XXXXXX 3 3 6* 85TH %: 43.6 43.9 43.8 M.P.H.
3944 39 XXXXXXXX 4 4 8*
3854 38 XXXXXXXXX 5 4 9* 50TH %: 38.4 37.7 38.0 M.P.H.
3743 37 XXXXXXX 4 3 7P
3652 36 XXXXXXX 5 2 7A 15TH %: 33.2 31.4 32.3 M.P.H.
3531 35 XXXX 3 1 4C
3415 34 XXXXXX 1 5 6E 10 MPH PACE: 36 - 45 31 - 40 31 - 40 M.P.H. 3334 33 XXXXXXX 3 4 7*
3223 32 XXXXX 2 3 5* % IN PACE: 65% 66% 66%
3144 31 XXXXXXXX 4 4 8*
3002 30 XX 0 2 2 % OVER PACE: 8% 26% 29%
2901 29 X 0 1 1
2801 28 X 0 1 1 % UNDER PACE: 27% 8% 5%
2700 27 0 0 0
2610 26 X 1 0 1 ARITHMETIC MEAN: 38.38 37.66 38.03 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 25.34 36.56 30.66
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 5.03 6.05 5.54 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.49 0.73 0.30
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.70 0.86 0.55 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
52 50 102
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

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COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:12 PM TO 12:35 PM # OF ACC.=0 SPEED32 RANCHO AVE BETWEEN AGUA MANSA RD AND S.LA CADENA DRIVE.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED32 RANCHO AVE BETWEEN AGUA MANSA RD AND S.LA CADENA DRIVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5710 57 X 1 0 1
5602 56 XX 0 2 2 ROAD SEGMENT LENGTH:
5510 55 X 1 0 1 ACCIDENT HISTORY: 0.00
5410 54 X 1 0 1 NUMBER OF LANES:
5322 53 XXXX 2 2 4 ACCIDENT RATE:
0 5212 52 XXX 1 2 3 STREET WIDTH (Ft.):
5134 51 XXXXXXX 3 4 7* EXPECTED RATE:
0 5045 50 XXXXXXXXX 4 5 9* DATA COLLECTION METHOD: RADAR 4922 49 XXXX 2 2 4* PROPOSED SPEED LIMIT:
0 4846 48 XXXXXXXXXX 4 6 10P DEVELOPMENT:
4777 47 XXXXXXXXXXXXXX 7 7 14A ADT:
0 4687 46 XXXXXXXXXXXXXXX 8 7 15C
4565 45 XXXXXXXXXXX 6 5 11E
4431 44 XXXX 3 1 4*
4324 43 XXXXXX 2 4 6* NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4231 42 XXXX 3 1 4*
4121 41 XXX 2 1 3
4001 40 X 0 1 1 85TH %: 51.0 51.2 51.1 M.P.H.
3900 39 0 0 0
3810 38 X 1 0 1 50TH %: 47.0 47.5 47.3 M.P.H.
3700 37 0 0 0
3600 36 0 0 0 15TH %: 43.1 43.9 43.5 M.P.H.
3500 35 0 0 0
3400 34 0 0 0 10 MPH PACE: 42 - 51 43 - 52 42 - 51 M.P.H. 3300 33 0 0 0
3200 32 0 0 0 % IN PACE: 82% 86% 83%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 12% 8% 12%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 6% 6% 5%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 47.02 47.54 47.28 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 14.50 12.29 13.34
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.81 3.51 3.65 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.25 0.13
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.50 0.36 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
51 50 101
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LOCATION:

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:45 AM TO 11:48 AM # OF ACC.=0 SPEED33 RANCHO AVE BETWEEN W.VALLEY BOULEVARD AND AGUA MANSA ROAD .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED33 RANCHO AVE BETWEEN W.VALLEY BOULEVARD AND AGUA MANSA ROAD . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5401 54 X 0 1 1 NUMBER OF LANES:
5312 53 XXX 1 2 3* ACCIDENT RATE:
0 5243 52 XXXXXXX 4 3 7* STREET WIDTH (Ft.):
5173 51 XXXXXXXXXX 7 3 10* EXPECTED RATE:
0 5062 50 XXXXXXXX 6 2 8P DATA COLLECTION METHOD: RADAR 4934 49 XXXXXXX 3 4 7A PROPOSED SPEED LIMIT:
0 4853 48 XXXXXXXX 5 3 8C DEVELOPMENT:
4731 47 XXXX 3 1 4E ADT:
0 4653 46 XXXXXXXX 5 3 8*
4534 45 XXXXXXX 3 4 7*
4462 44 XXXXXXXX 6 2 8*
4330 43 XXX 3 0 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4224 42 XXXXXX 2 4 6
4105 41 XXXXX 0 5 5
4014 40 XXXXX 1 4 5 85TH %: 51.0 50.0 50.7 M.P.H.
3903 39 XXX 0 3 3
3814 38 XXXXX 1 4 5 50TH %: 47.3 44.8 46.0 M.P.H.
3702 37 XX 0 2 2
3600 36 0 0 0 15TH %: 43.7 39.5 41.3 M.P.H.
3500 35 0 0 0
3400 34 0 0 0 10 MPH PACE: 43 - 52 37 - 46 44 - 53 M.P.H. 3300 33 0 0 0
3200 32 0 0 0 % IN PACE: 90% 62% 70%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 2% 38% 1%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 8% 0% 29%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 47.32 44.76 46.04 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 12.51 25.70 20.56
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.54 5.07 4.53 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.25 0.51 0.21
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.72 0.45 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 50 100
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LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:15 PM TO 12:35 PM # OF ACC.=0 SPEED34 RECHE CANYON ROAD BETWEEN WASHINGTON ST AND S. CITY LIMIT.

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED34 RECHE CANYON ROAD BETWEEN WASHINGTON ST AND S. CITY LIMIT. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5810 58 X 1 0 1 ROAD CONDITION: GOOD
5700 57 0 0 0
5601 56 X 0 1 1 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5412 54 XXX 1 2 3 NUMBER OF LANES:
5320 53 XX 2 0 2 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5131 51 XXXX 3 1 4* EXPECTED RATE:
0 5041 50 XXXXX 4 1 5* DATA COLLECTION METHOD: RADAR
4966 49 XXXXXXXXXXXX 6 6 12* PROPOSED SPEED LIMIT:
0 4858 48 XXXXXXXXXXXXX 5 8 13P DEVELOPMENT:
4768 47 XXXXXXXXXXXXXX 6 8 14A ADT:
0 4636 46 XXXXXXXXX 3 6 9C
4545 45 XXXXXXXXX 4 5 9E
4453 44 XXXXXXXX 5 3 8*
4340 43 XXXX 4 0 4* NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4225 42 XXXXXXX 2 5 7*
4140 41 XXXX 4 0 4
4002 40 XX 0 2 2 85TH %: 50.8 50.3 50.5 M.P.H.
3910 39 X 1 0 1
3802 38 XX 0 2 2 50TH %: 46.1 45.9 46.0 M.P.H.
3701 37 X 0 1 1
3630 36 XXX 3 0 3 15TH %: 41.5 41.6 41.6 M.P.H.
3500 35 0 0 0
3401 34 X 0 1 1 10 MPH PACE: 41 - 50 42 - 51 42 - 51 M.P.H. 3300 33 0 0 0
3200 32 0 0 0 % IN PACE: 80% 83% 80%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 13% 6% 7%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 7% 12% 13%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 46.15 45.94 46.05 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 20.09 17.35 18.58
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.48 4.17 4.31 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.37 0.33 0.18
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.61 0.58 0.42 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
54 52 106
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LOCATION:

Wednesday, March 9, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 1:25 PM TO 1:45 PM # OF ACC.=0 SPEED35 RIVERSIDE AVE BETWEEN AGUA MANSA RD AND PLACENTIA LN .

SPEED TOTAL
SPEED NB SB (MPH) TOTAL VEHICLES SURVEYED NB SB VEHICLES LIMITS (BTN): SPEED35 RIVERSIDE AVE BETWEEN AGUA MANSA RD AND PLACENTIA LN . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6110 61 X 1 0 1 POSTED SPEED LIMIT: 50 MPH
6011 60 XX 1 1 2 ROAD SURFACE: DRY
5901 59 X 0 1 1 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5723 57 XXXXX 2 3 5
5612 56 XXX 1 2 3 ROAD SEGMENT LENGTH:
5543 55 XXXXXXX 4 3 7 ACCIDENT HISTORY: 0.00
5435 54 XXXXXXXX 3 5 8 NUMBER OF LANES:
5321 53 XXX 2 1 3 ACCIDENT RATE:
0 5222 52 XXXX 2 2 4* STREET WIDTH (Ft.):
5174 51 XXXXXXXXXXX 7 4 11* EXPECTED RATE:
0 5065 50 XXXXXXXXXXX 6 5 11* DATA COLLECTION METHOD: RADAR 4923 49 XXXXX 2 3 5P PROPOSED SPEED LIMIT:
0 4845 48 XXXXXXXXX 4 5 9A DEVELOPMENT:
4724 47 XXXXXX 2 4 6C ADT:
0 4643 46 XXXXXXX 4 3 7E
4553 45 XXXXXXXX 5 3 8*
4454 44 XXXXXXXXX 5 4 9*
4323 43 XXXXX 2 3 5* NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 4210 42 X 1 0 1
4121 41 XXX 2 1 3
4000 40 0 0 0 85TH %: 54.3 54.7 54.4 M.P.H.
3900 39 0 0 0
3800 38 0 0 0 50TH %: 49.3 49.8 49.6 M.P.H.
3700 37 0 0 0
3600 36 0 0 0 15TH %: 44.4 45.0 44.7 M.P.H.
3500 35 0 0 0
3400 34 0 0 0 10 MPH PACE: 44 - 53 43 - 52 43 - 52 M.P.H. 3300 33 0 0 0
3200 32 0 0 0 % IN PACE: 70% 68% 69%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 21% 30% 28%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 9% 2% 4%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 49.34 49.85 49.59 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 22.56 21.71 22.00
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.75 4.66 4.69 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.40 0.41 0.20
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.64 0.45 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
56 53 109
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LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:48 AM TO 11:48 AM # OF ACC.=0 SPEED36 RV CENTER DR BETWEEN 600 E WASHINGTON ST AND 1000 E WASHINGTON ST.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED36 RV CENTER DR BETWEEN 600 E WASHINGTON ST AND 1000 E WASHINGTON ST. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 25 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
4200 42 0 0 0
4100 41 0 0 0
4000 40 0 0 0 85TH %: 30.3 30.6 30.5 M.P.H.
3900 39 0 0 0
3800 38 0 0 0 50TH %: 26.4 26.4 26.4 M.P.H.
3701 37 X 0 1 1
3600 36 0 0 0 15TH %: 22.5 22.1 22.3 M.P.H.
3501 35 X 0 1 1
3401 34 X 0 1 1 10 MPH PACE: 21 - 30 22 - 31 21 - 30 M.P.H. 3320 33 XX 2 0 2
3213 32 XXXX 1 3 4 % IN PACE: 85% 80% 82%
3121 31 XXX 2 1 3
3052 30 XXXXXXX 5 2 7* % OVER PACE: 15% 14% 15%
2914 29 XXXXX 1 4 5*
2833 28 XXXXXX 3 3 6* % UNDER PACE: 0% 7% 3%
2714 27 XXXXX 1 4 5P
2643 26 XXXXXXX 4 3 7A ARITHMETIC MEAN: 26.41 26.39 26.40 M.P.H. 2544 25 XXXXXXXX 4 4 8C
2425 24 XXXXXXX 2 5 7E SAMPLE VARIANCE: 13.89 16.89 15.39 2324 23 XXXXXX 2 4 6*
2235 22 XXXXXXXX 3 5 8* STANDARD DEVIATION: 3.73 4.11 3.92 M.P.H. 2141 21 XXXXX 4 1 5*
2001 20 X 0 1 1 VARIANCE OF THE MEAN: 0.41 0.38 0.20
1901 19 X 0 1 1
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.64 0.62 0.44 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
34 44 78
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LOCATION:

Wednesday, March 9, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:52 AM TO 11:45AM # OF ACC.=0 SPEED37 SAN BERNARDINO AVE BETWEEN N. PEPPER AVE AND MERIDIAN AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED37 SAN BERNARDINO AVE BETWEEN N. PEPPER AVE AND MERIDIAN AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Mark
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4510 45 X 1 0 1
4400 44 0 0 0
4310 43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4224 42 XXXXXX 2 4 6*
4113 41 XXXX 1 3 4*
4031 40 XXXX 3 1 4* 85TH %: 39.8 39.8 39.8 M.P.H.
3946 39 XXXXXXXXXX 4 6 10P
3874 38 XXXXXXXXXXX 7 4 11A 50TH %: 36.8 36.2 36.5 M.P.H. 3787 37 XXXXXXXXXXXXXXX 8 7 15C
3695 36 XXXXXXXXXXXXXX 9 5 14E 15TH %: 33.7 32.7 33.2 M.P.H. 3553 35 XXXXXXXX 5 3 8*
3446 34 XXXXXXXXXX 4 6 10* 10 MPH PACE: 31 - 40 33 - 42 33 - 42 M.P.H. 3334 33 XXXXXXX 3 4 7*
3222 32 XXXX 2 2 4 % IN PACE: 90% 86% 87%
3123 31 XXXXX 2 3 5
3001 30 X 0 1 1 % OVER PACE: 10% 0% 2%
2900 29 0 0 0
2801 28 X 0 1 1 % UNDER PACE: 0% 14% 11%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 36.75 36.24 36.50 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 8.78 11.82 10.23
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 2.96 3.44 3.20 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.24 0.10
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.49 0.32 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
52 50 102
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LOCATION:

Wednesday, March 2, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 12:03 PM TO 12:26 PM # OF ACC.=0 SPEED38 SAN BERNARDINO AVE BETWEEN N. SYCAMORE AVE AND N. PEPPER AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED38 SAN BERNARDINO AVE BETWEEN N. SYCAMORE AVE AND N. PEPPER AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Mark
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4810 48 X 1 0 1 DEVELOPMENT:
4710 47 X 1 0 1 ADT:
0 4602 46 XX 0 2 2
4522 45 XXXX 2 2 4
4443 44 XXXXXXX 4 3 7*
4334 43 XXXXXXX 3 4 7* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4245 42 XXXXXXXXX 4 5 9*
4136 41 XXXXXXXXX 3 6 9P
4057 40 XXXXXXXXXXXX 5 7 12A 85TH %: 43.3 43.1 43.2 M.P.H. 3973 39 XXXXXXXXXX 7 3 10C
3865 38 XXXXXXXXXXX 6 5 11E 50TH %: 39.5 39.6 39.6 M.P.H. 3744 37 XXXXXXXX 4 4 8*
3653 36 XXXXXXXX 5 3 8* 15TH %: 35.7 36.1 35.9 M.P.H.
3525 35 XXXXXXX 2 5 7*
3402 34 XX 0 2 2 10 MPH PACE: 36 - 45 35 - 44 35 - 44 M.P.H. 3320 33 XX 2 0 2
3201 32 X 0 1 1 % IN PACE: 86% 87% 86%
3100 31 0 0 0
3010 30 X 1 0 1 % OVER PACE: 4% 8% 8%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 10% 6% 6%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 39.52 39.62 39.57 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 13.40 11.61 12.37
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.66 3.41 3.52 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.22 0.12
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.47 0.35 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 52 102
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LOCATION:

Wednesday, March 2, 2022
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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:08 AM TO 9:30 AM # OF ACC.=0 SPEED39 VALLEY BLVD BETWEEN W.CITY LIMITS AND N. PEPPER AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED39 VALLEY BLVD BETWEEN W.CITY LIMITS AND N. PEPPER AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Mark
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5501 55 X 0 1 1 ACCIDENT HISTORY: 0.00
5401 54 X 0 1 1 NUMBER OF LANES:
5320 53 XX 2 0 2 ACCIDENT RATE:
0 5210 52 X 1 0 1 STREET WIDTH (Ft.):
5131 51 XXXX 3 1 4 EXPECTED RATE:
0 5021 50 XXX 2 1 3 DATA COLLECTION METHOD: RADAR
4932 49 XXXXX 3 2 5 PROPOSED SPEED LIMIT:
0 4803 48 XXX 0 3 3* DEVELOPMENT:
4743 47 XXXXXXX 4 3 7* ADT:
0 4645 46 XXXXXXXXX 4 5 9*
4553 45 XXXXXXXX 5 3 8P
4445 44 XXXXXXXXX 4 5 9A
4374 43 XXXXXXXXXXX 7 4 11C EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4236 42 XXXXXXXXX 3 6 9E
4125 41 XXXXXXX 2 5 7*
4054 40 XXXXXXXXX 5 4 9* 85TH %: 48.9 48.0 48.5 M.P.H.
3942 39 XXXXXX 4 2 6*
3803 38 XXX 0 3 3 50TH %: 44.3 43.4 43.8 M.P.H.
3702 37 XX 0 2 2
3620 36 XX 2 0 2 15TH %: 39.6 38.9 39.2 M.P.H.
3501 35 X 0 1 1
3401 34 X 0 1 1 10 MPH PACE: 39 - 48 40 - 49 39 - 48 M.P.H. 3310 33 X 1 0 1
3200 32 0 0 0 % IN PACE: 73% 75% 74%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 21% 8% 16%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 6% 17% 10%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 44.25 43.43 43.84 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 20.39 19.44 19.89
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.52 4.41 4.46 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.39 0.37 0.19
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.63 0.61 0.44 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
52 53 105
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LOCATION:

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COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:35 AM TO 9:54 AM # OF ACC.=0 SPEED40 VALLEY BLVD BETWEEN N. PEPPER AVE AND N. RANCHO AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED40 VALLEY BLVD BETWEEN N. PEPPER AVE AND N. RANCHO AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Mark
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 45 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5710 57 X 1 0 1
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5402 54 XX 0 2 2 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5201 52 X 0 1 1 STREET WIDTH (Ft.):
5120 51 XX 2 0 2 EXPECTED RATE:
0 5045 50 XXXXXXXXX 4 5 9* DATA COLLECTION METHOD: RADAR 4984 49 XXXXXXXXXXXX 8 4 12* PROPOSED SPEED LIMIT:
0 4835 48 XXXXXXXX 3 5 8* DEVELOPMENT:
4756 47 XXXXXXXXXXX 5 6 11P ADT:
0 4676 46 XXXXXXXXXXXXX 7 6 13A
4542 45 XXXXXX 4 2 6C
4456 44 XXXXXXXXXXX 5 6 11E
4332 43 XXXXX 3 2 5* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4201 42 X 0 1 1*
4144 41 XXXXXXXX 4 4 8*
4032 40 XXXXX 3 2 5 85TH %: 49.9 49.7 49.8 M.P.H.
3905 39 XXXXX 0 5 5
3800 38 0 0 0 50TH %: 45.9 45.4 45.6 M.P.H.
3720 37 XX 2 0 2
3601 36 X 0 1 1 15TH %: 41.9 41.1 41.5 M.P.H.
3500 35 0 0 0
3400 34 0 0 0 10 MPH PACE: 41 - 50 41 - 50 41 - 50 M.P.H. 3300 33 0 0 0
3200 32 0 0 0 % IN PACE: 84% 79% 82%
3100 31 0 0 0
3000 30 0 0 0 % OVER PACE: 6% 6% 6%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 10% 15% 13%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 45.86 45.40 45.63 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 14.88 16.95 15.82
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.86 4.12 3.98 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.33 0.15
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.57 0.39 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
51 52 103
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 2, 2022
COLTON

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E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:14 AM TO 9:35 AM # OF ACC.=0 SPEED41 VALLEY BLVD BETWEEN N.RANCHO AVE AND N. MOUNT VERNON AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED41 VALLEY BLVD BETWEEN N.RANCHO AVE AND N. MOUNT VERNON AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Olga
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4310 43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4210 42 X 1 0 1
4121 41 XXX 2 1 3
4035 40 XXXXXXXX 3 5 8 85TH %: 37.7 37.2 37.5 M.P.H.
3924 39 XXXXXX 2 4 6
3820 38 XX 2 0 2 50TH %: 32.9 31.7 32.3 M.P.H.
3704 37 XXXX 0 4 4
3640 36 XXXX 4 0 4 15TH %: 28.1 26.2 27.1 M.P.H.
3543 35 XXXXXXX 4 3 7*
3432 34 XXXXX 3 2 5* 10 MPH PACE: 27 - 36 25 - 34 26 - 35 M.P.H. 3332 33 XXXXX 3 2 5*
3242 32 XXXXXX 4 2 6P % IN PACE: 75% 65% 65%
3153 31 XXXXXXXX 5 3 8A
3033 30 XXXXXX 3 3 6C % OVER PACE: 21% 33% 28%
2964 29 XXXXXXXXXX 6 4 10E
2852 28 XXXXXXX 5 2 7* % UNDER PACE: 4% 2% 7%
2736 27 XXXXXXXXX 3 6 9*
2614 26 XXXXX 1 4 5* ARITHMETIC MEAN: 32.92 31.73 32.34 M.P.H. 2515 25 XXXXXX 1 5 6
2401 24 X 0 1 1 SAMPLE VARIANCE: 21.65 28.32 25.04
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.65 5.32 5.00 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.41 0.56 0.24
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.64 0.75 0.49 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
53 51 104
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Thursday, March 10, 2022
COLTON

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E N G I N E E R I N G A N D T R A F F I C S U R V E Y

DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:23 AM TO 10:38 AM # OF ACC.=0 SPEED42 WASHINGTON ST BETWEEN WEST END AND S. MT VERNON AVE .

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED42 WASHINGTON ST BETWEEN WEST END AND S. MT VERNON AVE . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 35 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4800 48 0 0 0 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4600 46 0 0 0
4500 45 0 0 0
4400 44 0 0 0
4300 43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
4201 42 X 0 1 1
4130 41 XXX 3 0 3
4001 40 X 0 1 1 85TH %: 37.9 36.8 37.3 M.P.H.
3930 39 XXX 3 0 3
3802 38 XX 0 2 2 50TH %: 34.0 32.7 33.3 M.P.H.
3774 37 XXXXXXXXXXX 7 4 11*
3665 36 XXXXXXXXXXX 6 5 11* 15TH %: 30.1 28.6 29.3 M.P.H. 3555 35 XXXXXXXXXX 5 5 10*
3476 34 XXXXXXXXXXXXX 7 6 13P 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 3337 33 XXXXXXXXXX 3 7 10A
3223 32 XXXXX 2 3 5C % IN PACE: 84% 81% 82%
3143 31 XXXXXXX 4 3 7E
3010 30 X 1 0 1* % OVER PACE: 12% 8% 10%
2934 29 XXXXXXX 3 4 7*
2845 28 XXXXXXXXX 4 5 9* % UNDER PACE: 4% 12% 8%
2723 27 XXXXX 2 3 5
2601 26 X 0 1 1 ARITHMETIC MEAN: 33.96 32.65 33.29 M.P.H. 2502 25 XX 0 2 2
2400 24 0 0 0 SAMPLE VARIANCE: 14.16 15.64 15.20
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.76 3.96 3.90 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.30 0.15
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.55 0.39 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
50 52 102
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 9, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 10:34 AM TO 10:54 AM # OF ACC.=0 SPEED43 WASHINGTON ST BETWEEN S. MT VERNON AVE AND RECHE CANYON RD .

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED43 WASHINGTON ST BETWEEN S. MT VERNON AVE AND RECHE CANYON RD . 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5310 53 X 1 0 1 ACCIDENT RATE:
0 5201 52 X 0 1 1 STREET WIDTH (Ft.):
5100 51 0 0 0 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4900 49 0 0 0 PROPOSED SPEED LIMIT:
0 4810 48 X 1 0 1 DEVELOPMENT:
4710 47 X 1 0 1 ADT:
0 4604 46 XXXX 0 4 4
4523 45 XXXXX 2 3 5*
4465 44 XXXXXXXXXXX 6 5 11*
4354 43 XXXXXXXXX 5 4 9* EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4276 42 XXXXXXXXXXXXX 7 6 13P
4155 41 XXXXXXXXXX 5 5 10A
4067 40 XXXXXXXXXXXXX 6 7 13C 85TH %: 44.7 44.8 44.7 M.P.H. 3954 39 XXXXXXXXX 5 4 9E
3842 38 XXXXXX 4 2 6* 50TH %: 40.6 40.8 40.7 M.P.H.
3754 37 XXXXXXXXX 5 4 9*
3632 36 XXXXX 3 2 5* 15TH %: 36.5 36.8 36.7 M.P.H.
3513 35 XXXX 1 3 4
3410 34 X 1 0 1 10 MPH PACE: 36 - 45 37 - 46 36 - 45 M.P.H. 3301 33 X 0 1 1
3200 32 0 0 0 % IN PACE: 89% 85% 85%
3101 31 X 0 1 1
3000 30 0 0 0 % OVER PACE: 6% 2% 8%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 6% 13% 8%
2710 27 X 1 0 1
2600 26 0 0 0 ARITHMETIC MEAN: 40.59 40.79 40.69 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 15.68 14.92 15.17
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 3.96 3.86 3.89 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.29 0.14
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.54 0.38 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
54 52 106
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Tuesday, March 8, 2022
COLTON

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DATA ENTRY COLUMNS CITY OF
DIST.(MI.)= 0.00 DATE: TIME PERIOD : 9:55 AM TO 10:15 AM # OF ACC.=0 SPEED44 WASHINGTON ST BETWEEN RECHE CANYON RD AND WATERMAN AVE.

SPEED TOTAL
SPEED EB WB (MPH) TOTAL VEHICLES SURVEYED EB WB VEHICLES LIMITS (BTN): SPEED44 WASHINGTON ST BETWEEN RECHE CANYON RD AND WATERMAN AVE. 6500 65 0 0 0
6400 64 0 0 0 OBSERVER: Ed
6300 63 0 0 0
6200 62 0 0 0 WEATHER: SUNNY
6100 61 0 0 0 POSTED SPEED LIMIT: 40 MPH
6000 60 0 0 0 ROAD SURFACE: DRY
5900 59 0 0 0 COMMENTS:
5800 58 0 0 0 ROAD CONDITION: GOOD
5700 57 0 0 0
5600 56 0 0 0 ROAD SEGMENT LENGTH:
5500 55 0 0 0 ACCIDENT HISTORY: 0.00
5400 54 0 0 0 NUMBER OF LANES:
5300 53 0 0 0 ACCIDENT RATE:
0 5200 52 0 0 0 STREET WIDTH (Ft.):
5101 51 X 0 1 1 EXPECTED RATE:
0 5000 50 0 0 0 DATA COLLECTION METHOD: RADAR
4902 49 XX 0 2 2 PROPOSED SPEED LIMIT:
0 4830 48 XXX 3 0 3 DEVELOPMENT:
4700 47 0 0 0 ADT:
0 4610 46 X 1 0 1
4521 45 XXX 2 1 3
4432 44 XXXXX 3 2 5
4303 43 XXX 0 3 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 4244 42 XXXXXXXX 4 4 8*
4156 41 XXXXXXXXXXX 5 6 11*
4066 40 XXXXXXXXXXXX 6 6 12* 85TH %: 43.5 43.6 43.5 M.P.H. 3947 39 XXXXXXXXXXX 4 7 11P
3856 38 XXXXXXXXXXX 5 6 11A 50TH %: 39.0 39.4 39.2 M.P.H. 3764 37 XXXXXXXXXX 6 4 10C
3613 36 XXXX 1 3 4E 15TH %: 34.4 35.1 34.8 M.P.H.
3530 35 XXX 3 0 3*
3423 34 XXXXX 2 3 5* 10 MPH PACE: 33 - 42 36 - 45 33 - 42 M.P.H. 3343 33 XXXXXXX 4 3 7*
3212 32 XXX 1 2 3 % IN PACE: 77% 79% 78%
3110 31 X 1 0 1
3010 30 X 1 0 1 % OVER PACE: 17% 6% 17%
2900 29 0 0 0
2800 28 0 0 0 % UNDER PACE: 6% 15% 5%
2700 27 0 0 0
2600 26 0 0 0 ARITHMETIC MEAN: 38.98 39.38 39.18 M.P.H. 2500 25 0 0 0
2400 24 0 0 0 SAMPLE VARIANCE: 19.12 16.66 17.75
2300 23 0 0 0
2200 22 0 0 0 STANDARD DEVIATION: 4.37 4.08 4.21 M.P.H. 2100 21 0 0 0
2000 20 0 0 0 VARIANCE OF THE MEAN: 0.37 0.31 0.17
1900 19 0 0 0
1800 18 0 0 0 STD. ERROR OF THE MEAN: 0.61 0.56 0.41 M.P.H. 1700 17 0 0 0
1600 16 0 0 0
1500 15 0 0 0
52 53 105
[email protected] Prepared by AimTD tel. 714 253.7888
LOCATION:

Wednesday, March 9, 2022
COLTON

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Appendix C: Radar Certifications

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1/10/2017 AIM TD 1.jpg
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Appendix D: Average Daily Traffic (ADT) Volumes

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CITY: Colton PROJECT:

AM Period EB WB PM Period EB WB
0:00 11 18 12:00 59 55
0:15 14 25 12:15 51 55
0:30 6 19 12:30 52 75
0:45 5 36 8 70 106 12:45 69 231 57 242 473
1:00 4 20 13:00 51 50
1:15 7 22 13:15 45 82
1:30 6 13 13:30 60 128
1:45 15 32 12 67 99 13:45 56 212 88 348 560
2:00 14 9 14:00 60 89
2:15 17 10 14:15 52 81
2:30 12 6 14:30 63 123
2:45 16 59 14 39 98 14:45 87 262 130 423 685
3:00 14 12 15:00 63 128
3:15 15 4 15:15 81 139
3:30 24 4 15:30 96 230
3:45 41 94 2 22 116 15:45 91 331 144 641 972
4:00 29 23 16:00 60 148
4:15 21 13 16:15 49 117
4:30 19 12 16:30 51 136
4:45 23 92 13 61 153 16:45 48 208 120 521 729
5:00 43 20 17:00 44 113
5:15 46 20 17:15 56 102
5:30 62 24 17:30 58 104
5:45 89 240 35 99 339 17:45 54 212 121 440 652
6:00 70 27 18:00 37 70
6:15 52 50 18:15 33 64
6:30 92 66 18:30 20 52
6:45 94 308 112 255 563 18:45 22 112 45 231 343
7:00 53 163 19:00 23 45
7:15 68 149 19:15 25 34
7:30 90 99 19:30 16 39
7:45 90 301 79 490 791 19:45 23 87 34 152 239
8:00 76 116 20:00 14 21
8:15 60 68 20:15 13 24
8:30 67 52 20:30 11 25
8:45 47 250 63 299 549 20:45 12 50 20 90 140
9:00 52 30 21:00 5 13
9:15 45 49 21:15 11 9
9:30 45 54 21:30 13 14
9:45 55 197 45 178 375 21:45 13 42 18 54 96
10:00 36 46 22:00 13 28
10:15 53 47 22:15 8 10
10:30 38 46 22:30 9 13
10:45 38 165 52 191 356 22:45 7 37 13 64 101
11:00 37 48 23:00 6 18
11:15 31 51 23:15 7 25
11:30 53 31 23:30 8 24
11:45 50 171 58 188 359 23:45 7 28 13 80 108
Total Vol. 1945 1959 3904 1812 3286 5098
EB WB Combined
3757 5245 9002
Split % 49.8% 50.2% 43.4% 35.5% 64.5% 56.6%
Peak Hour 7:15 6:45 6:45 15:00 15:15 15:15
Volume 324 523 828 331 661 989
P.H.F. 0.90 0.80 0.95 0.86 0.72 0.76
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT1 Agua Mansa Rd between S Riverside Ave and S Rancho Ave AimTD 714 253 7888 [email protected]

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CITY: Colton PROJECT:

AM Period EB WB PM Period EB WB
0:00 11 5 12:00 119 91
0:15 4 3 12:15 156 101
0:30 2 5 12:30 145 130
0:45 3 20 4 17 37 12:45 138 558 76 398 956
1:00 2 6 13:00 126 114
1:15 6 10 13:15 122 101
1:30 2 3 13:30 103 135
1:45 2 12 0 19 31 13:45 126 477 120 470 947
2:00 5 1 14:00 138 100
2:15 1 3 14:15 149 118
2:30 2 3 14:30 140 177
2:45 4 12 7 14 26 14:45 138 565 191 586 1151
3:00 3 0 15:00 137 154
3:15 5 5 15:15 141 163
3:30 10 5 15:30 160 157
3:45 2 20 5 15 35 15:45 208 646 181 655 1301
4:00 6 3 16:00 192 180
4:15 4 21 16:15 174 189
4:30 6 49 16:30 189 171
4:45 17 33 73 146 179 16:45 172 727 165 705 1432
5:00 12 77 17:00 176 130
5:15 18 93 17:15 209 144
5:30 15 165 17:30 181 162
5:45 23 68 194 529 597 17:45 170 736 127 563 1299
6:00 24 218 18:00 139 118
6:15 38 246 18:15 120 133
6:30 68 252 18:30 93 120
6:45 122 252 297 1013 1265 18:45 73 425 86 457 882
7:00 152 330 19:00 77 69
7:15 144 289 19:15 59 53
7:30 135 328 19:30 62 45
7:45 166 597 311 1258 1855 19:45 70 268 48 215 483
8:00 132 304 20:00 44 33
8:15 81 217 20:15 38 31
8:30 88 137 20:30 45 31
8:45 91 392 137 795 1187 20:45 33 160 24 119 279
9:00 71 74 21:00 17 40
9:15 76 99 21:15 26 30
9:30 68 98 21:30 24 19
9:45 72 287 67 338 625 21:45 24 91 22 111 202
10:00 63 66 22:00 13 23
10:15 80 77 22:15 19 21
10:30 68 85 22:30 25 13
10:45 68 279 76 304 583 22:45 19 76 21 78 154
11:00 108 90 23:00 11 13
11:15 82 94 23:15 8 13
11:30 102 84 23:30 12 7
11:45 101 393 107 375 768 23:45 7 38 7 40 78
Total Vol. 2365 4823 7188 4767 4397 9164
EB WB Combined
7132 9220 16352
Split % 32.9% 67.1% 44.0% 52.0% 48.0% 56.0%
Peak Hour 7:00 7:00 7:00 15:45 15:45 15:45
Volume 597 1258 1855 763 721 1484
P.H.F. 0.90 0.95 0.96 0.92 0.95 0.95
Wednesday, February 23, 2022
ADT2 Barton Rd between Hilltop Dr and W ashington St AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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CITY: Colton PROJECT:

AM Period EB WB PM Period EB WB
0:00 15 9 12:00 65 81
0:15 3 4 12:15 96 69
0:30 9 6 12:30 96 64
0:45 2 29 2 21 50 12:45 80 337 74 288 625
1:00 4 4 13:00 69 68
1:15 11 4 13:15 73 64
1:30 6 3 13:30 80 57
1:45 3 24 2 13 37 13:45 66 288 55 244 532
2:00 3 7 14:00 91 65
2:15 3 0 14:15 76 65
2:30 8 2 14:30 82 72
2:45 3 17 3 12 29 14:45 75 324 82 284 608
3:00 6 3 15:00 114 77
3:15 4 1 15:15 60 81
3:30 6 4 15:30 91 84
3:45 5 21 5 13 34 15:45 73 338 100 342 680
4:00 11 5 16:00 111 81
4:15 17 7 16:15 77 107
4:30 41 7 16:30 88 97
4:45 67 136 9 28 164 16:45 66 342 95 380 722
5:00 87 14 17:00 89 92
5:15 104 12 17:15 94 107
5:30 140 14 17:30 79 83
5:45 135 466 29 69 535 17:45 96 358 79 361 719
6:00 103 39 18:00 85 78
6:15 119 53 18:15 69 73
6:30 121 70 18:30 53 57
6:45 145 488 74 236 724 18:45 38 245 53 261 506
7:00 118 139 19:00 45 45
7:15 158 176 19:15 32 29
7:30 124 93 19:30 35 26
7:45 156 556 113 521 1077 19:45 26 138 19 119 257
8:00 99 102 20:00 18 16
8:15 71 73 20:15 34 25
8:30 66 64 20:30 28 33
8:45 48 284 45 284 568 20:45 35 115 12 86 201
9:00 42 31 21:00 21 25
9:15 34 33 21:15 21 14
9:30 38 28 21:30 18 16
9:45 48 162 41 133 295 21:45 9 69 11 66 135
10:00 43 45 22:00 11 11
10:15 47 47 22:15 12 9
10:30 43 49 22:30 16 15
10:45 48 181 53 194 375 22:45 13 52 10 45 97
11:00 53 67 23:00 9 5
11:15 64 49 23:15 10 7
11:30 57 62 23:30 5 11
11:45 69 243 69 247 490 23:45 8 32 4 27 59
Total Vol. 2607 1771 4378 2638 2503 5141
EB WB Combined
5245 4274 9519
Split % 59.5% 40.5% 46.0% 51.3% 48.7% 54.0%
Peak Hour 7:00 7:00 7:00 17:00 16:15 15:45
Volume 556 521 1077 358 391 734
P.H.F. 0.88 0.74 0.81 0.93 0.91 0.96
Wednesday, February 23, 2022
ADT3 Barton Rd between S La Cadena Dr and E City Limits UPRR AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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AM Period EB WB PM Period EB WB
0:00 2 1 12:00 26 32
0:15 0 0 12:15 33 39
0:30 4 2 12:30 35 35
0:45 2 8 0 3 11 12:45 32 126 31 137 263
1:00 3 1 13:00 28 40
1:15 2 0 13:15 39 55
1:30 0 1 13:30 38 44
1:45 2 7 1 3 10 13:45 28 133 53 192 325
2:00 1 2 14:00 44 62
2:15 0 4 14:15 48 92
2:30 2 3 14:30 87 72
2:45 3 6 4 13 19 14:45 51 230 57 283 513
3:00 1 1 15:00 48 62
3:15 2 0 15:15 39 57
3:30 0 6 15:30 38 56
3:45 2 5 3 10 15 15:45 60 185 58 233 418
4:00 3 2 16:00 69 71
4:15 2 4 16:15 46 53
4:30 7 1 16:30 58 62
4:45 9 21 9 16 37 16:45 51 224 56 242 466
5:00 7 10 17:00 50 63
5:15 7 9 17:15 43 71
5:30 7 14 17:30 61 54
5:45 8 29 10 43 72 17:45 45 199 61 249 448
6:00 5 9 18:00 39 45
6:15 12 11 18:15 29 29
6:30 20 13 18:30 18 29
6:45 38 75 20 53 128 18:45 23 109 26 129 238
7:00 66 55 19:00 22 30
7:15 82 58 19:15 24 22
7:30 49 61 19:30 18 18
7:45 56 253 56 230 483 19:45 16 80 26 96 176
8:00 38 30 20:00 15 23
8:15 33 28 20:15 14 19
8:30 25 39 20:30 10 13
8:45 22 118 35 132 250 20:45 5 44 12 67 111
9:00 34 27 21:00 13 9
9:15 28 22 21:15 9 11
9:30 28 18 21:30 8 12
9:45 35 125 24 91 216 21:45 12 42 7 39 81
10:00 36 31 22:00 10 9
10:15 45 35 22:15 5 5
10:30 25 32 22:30 6 7
10:45 32 138 34 132 270 22:45 7 28 11 32 60
11:00 27 35 23:00 5 3
11:15 33 33 23:15 2 1
11:30 43 35 23:30 3 1
11:45 34 137 50 153 290 23:45 4 14 4 9 23
Total Vol. 922 879 1801 1414 1708 3122
EB WB Combined
2336 2587 4923
Split % 51.2% 48.8% 36.6% 45.3% 54.7% 63.4%
Peak Hour 7:00 7:00 7:00 14:15 14:00 14:15
Volume 253 230 483 234 283 517
P.H.F. 0.77 0.94 0.86 0.67 0.77 0.81
Tuesday, February 22, 2022
ADT4 C St between N Rancho Ave and Colton Ave AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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CITY: Colton PROJECT:

AM Period EB WB PM Period EB WB
0:00 5 4 12:00 52 73
0:15 2 5 12:15 49 50
0:30 7 5 12:30 65 58
0:45 4 18 6 20 38 12:45 59 225 73 254 479
1:00 5 6 13:00 62 63
1:15 8 7 13:15 75 58
1:30 6 5 13:30 71 72
1:45 2 21 4 22 43 13:45 56 264 63 256 520
2:00 7 6 14:00 64 95
2:15 4 5 14:15 61 74
2:30 2 3 14:30 101 82
2:45 4 17 8 22 39 14:45 93 319 83 334 653
3:00 4 1 15:00 97 70
3:15 4 9 15:15 107 90
3:30 7 7 15:30 75 81
3:45 9 24 9 26 50 15:45 90 369 86 327 696
4:00 2 19 16:00 95 94
4:15 6 10 16:15 104 65
4:30 10 23 16:30 99 83
4:45 6 24 14 66 90 16:45 85 383 77 319 702
5:00 8 13 17:00 107 87
5:15 15 16 17:15 88 80
5:30 19 19 17:30 92 72
5:45 12 54 20 68 122 17:45 77 364 85 324 688
6:00 13 30 18:00 84 64
6:15 16 29 18:15 69 45
6:30 17 19 18:30 55 50
6:45 16 62 43 121 183 18:45 38 246 41 200 446
7:00 37 73 19:00 50 46
7:15 82 60 19:15 42 51
7:30 61 93 19:30 33 40
7:45 64 244 81 307 551 19:45 33 158 33 170 328
8:00 36 61 20:00 36 37
8:15 39 52 20:15 31 31
8:30 39 47 20:30 23 25
8:45 32 146 51 211 357 20:45 19 109 22 115 224
9:00 35 45 21:00 22 24
9:15 39 53 21:15 21 19
9:30 41 46 21:30 15 20
9:45 54 169 42 186 355 21:45 12 70 10 73 143
10:00 37 56 22:00 12 20
10:15 50 44 22:15 17 12
10:30 50 57 22:30 9 13
10:45 49 186 52 209 395 22:45 12 50 6 51 101
11:00 56 54 23:00 7 6
11:15 52 56 23:15 4 5
11:30 65 48 23:30 11 3
11:45 52 225 57 215 440 23:45 4 26 5 19 45
Total Vol. 1190 1473 2663 2583 2442 5025
EB WB Combined
3773 3915 7688
Split % 44.7% 55.3% 34.6% 51.4% 48.6% 65.4%
Peak Hour 7:00 7:00 7:00 14:30 15:15 14:30
Volume 244 307 551 398 351 723
P.H.F. 0.74 0.83 0.89 0.93 0.93 0.92
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT5 Colton Ave between North City Limit and E St AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 13 1 12:00 32 34
0:15 5 3 12:15 29 28
0:30 7 5 12:30 25 36
0:45 7 32 3 12 44 12:45 37 123 37 135 258
1:00 5 3 13:00 40 38
1:15 4 5 13:15 57 27
1:30 5 7 13:30 43 43
1:45 8 22 3 18 40 13:45 56 196 45 153 349
2:00 4 2 14:00 51 44
2:15 5 8 14:15 64 38
2:30 6 5 14:30 68 64
2:45 5 20 8 23 43 14:45 67 250 44 190 440
3:00 2 6 15:00 79 38
3:15 6 9 15:15 45 42
3:30 8 12 15:30 73 36
3:45 8 24 13 40 64 15:45 61 258 35 151 409
4:00 12 4 16:00 73 26
4:15 13 11 16:15 50 40
4:30 15 23 16:30 66 31
4:45 9 49 35 73 122 16:45 76 265 32 129 394
5:00 10 27 17:00 74 29
5:15 21 40 17:15 81 32
5:30 27 30 17:30 61 41
5:45 39 97 47 144 241 17:45 60 276 29 131 407
6:00 29 33 18:00 52 19
6:15 16 32 18:15 38 19
6:30 19 43 18:30 39 29
6:45 33 97 46 154 251 18:45 18 147 19 86 233
7:00 31 45 19:00 22 22
7:15 23 27 19:15 37 18
7:30 26 31 19:30 24 16
7:45 37 117 43 146 263 19:45 27 110 12 68 178
8:00 36 34 20:00 20 11
8:15 35 31 20:15 18 15
8:30 35 37 20:30 19 15
8:45 38 144 29 131 275 20:45 16 73 10 51 124
9:00 38 27 21:00 11 14
9:15 30 33 21:15 8 12
9:30 31 29 21:30 11 15
9:45 24 123 43 132 255 21:45 13 43 8 49 92
10:00 25 21 22:00 7 3
10:15 27 40 22:15 6 7
10:30 36 36 22:30 9 5
10:45 32 120 42 139 259 22:45 10 32 10 25 57
11:00 28 39 23:00 5 3
11:15 34 30 23:15 11 7
11:30 39 31 23:30 7 5
11:45 43 144 26 126 270 23:45 11 34 7 22 56
Total Vol. 989 1138 2127 1807 1190 2997
EB WB Combined
2796 2328 5124
Split % 46.5% 53.5% 41.5% 60.3% 39.7% 58.5%
Peak Hour 11:15 6:15 7:45 16:30 13:45 14:15
Volume 148 166 288 297 191 462
P.H.F. 0.86 0.90 0.90 0.92 0.75 0.88
Daily Totals
AM PM
Thursday, February 24, 2022
ADT6 Center St between Riverside Ave - Main St and City Limits AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 4 2 12:00 47 75
0:15 3 3 12:15 64 51
0:30 3 2 12:30 56 70
0:45 1 11 2 9 20 12:45 48 215 66 262 477
1:00 2 4 13:00 46 89
1:15 2 7 13:15 54 80
1:30 2 2 13:30 37 85
1:45 1 7 2 15 22 13:45 58 195 73 327 522
2:00 1 2 14:00 45 80
2:15 1 3 14:15 74 98
2:30 0 3 14:30 64 89
2:45 0 2 3 11 13 14:45 59 242 99 366 608
3:00 2 3 15:00 87 123
3:15 2 1 15:15 131 123
3:30 2 3 15:30 141 139
3:45 4 10 4 11 21 15:45 151 510 138 523 1033
4:00 2 4 16:00 129 158
4:15 3 10 16:15 122 175
4:30 8 1 16:30 110 200
4:45 7 20 4 19 39 16:45 134 495 190 723 1218
5:00 4 9 17:00 94 175
5:15 6 12 17:15 98 174
5:30 13 9 17:30 103 207
5:45 16 39 13 43 82 17:45 109 404 157 713 1117
6:00 14 22 18:00 108 103
6:15 16 14 18:15 63 85
6:30 16 27 18:30 79 75
6:45 42 88 33 96 184 18:45 67 317 54 317 634
7:00 33 41 19:00 62 52
7:15 43 57 19:15 48 44
7:30 68 61 19:30 37 37
7:45 92 236 64 223 459 19:45 49 196 31 164 360
8:00 88 54 20:00 43 43
8:15 78 48 20:15 28 20
8:30 62 55 20:30 29 36
8:45 50 278 51 208 486 20:45 38 138 26 125 263
9:00 43 50 21:00 28 25
9:15 52 40 21:15 28 29
9:30 40 58 21:30 22 18
9:45 40 175 59 207 382 21:45 22 100 23 95 195
10:00 23 45 22:00 30 19
10:15 42 46 22:15 17 9
10:30 39 38 22:30 23 13
10:45 25 129 53 182 311 22:45 14 84 11 52 136
11:00 49 50 23:00 10 10
11:15 50 49 23:15 9 7
11:30 36 54 23:30 10 11
11:45 59 194 60 213 407 23:45 20 49 10 38 87
Total Vol. 1189 1237 2426 2945 3705 6650
NB SB Combined
4134 4942 9076
Split % 49.0% 51.0% 26.7% 44.3% 55.7% 73.3%
Peak Hour 7:30 11:45 7:30 15:15 16:45 16:00
Volume 326 256 553 552 746 1218
P.H.F. 0.89 0.85 0.89 0.91 0.90 0.94
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT7 Cooley Dr between Cooley Ln and W ashington St AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 6 1 12:00 63 52
0:15 3 4 12:15 54 50
0:30 6 2 12:30 63 49
0:45 1 16 2 9 25 12:45 59 239 47 198 437
1:00 4 3 13:00 70 48
1:15 3 0 13:15 56 41
1:30 4 3 13:30 49 49
1:45 4 15 1 7 22 13:45 72 247 46 184 431
2:00 1 0 14:00 64 57
2:15 1 1 14:15 91 47
2:30 3 2 14:30 89 50
2:45 3 8 2 5 13 14:45 67 311 61 215 526
3:00 2 4 15:00 90 70
3:15 2 7 15:15 93 104
3:30 1 3 15:30 101 117
3:45 2 7 7 21 28 15:45 103 387 123 414 801
4:00 0 4 16:00 97 101
4:15 3 4 16:15 111 79
4:30 3 10 16:30 133 121
4:45 3 9 4 22 31 16:45 125 466 70 371 837
5:00 10 4 17:00 150 69
5:15 9 8 17:15 127 72
5:30 11 8 17:30 136 85
5:45 10 40 23 43 83 17:45 116 529 72 298 827
6:00 16 14 18:00 110 72
6:15 15 14 18:15 60 44
6:30 26 23 18:30 54 38
6:45 36 93 38 89 182 18:45 39 263 46 200 463
7:00 21 41 19:00 43 46
7:15 46 35 19:15 32 33
7:30 50 56 19:30 38 24
7:45 52 169 70 202 371 19:45 23 136 30 133 269
8:00 39 68 20:00 40 31
8:15 28 57 20:15 21 17
8:30 33 33 20:30 24 9
8:45 35 135 33 191 326 20:45 22 107 21 78 185
9:00 27 46 21:00 18 22
9:15 29 42 21:15 12 10
9:30 37 35 21:30 14 16
9:45 45 138 37 160 298 21:45 18 62 15 63 125
10:00 41 33 22:00 16 15
10:15 41 44 22:15 6 10
10:30 44 40 22:30 11 13
10:45 35 161 39 156 317 22:45 12 45 15 53 98
11:00 43 41 23:00 11 7
11:15 43 53 23:15 7 7
11:30 47 44 23:30 8 14
11:45 54 187 57 195 382 23:45 7 33 25 53 86
Total Vol. 978 1100 2078 2825 2260 5085
EB WB Combined
3803 3360 7163
Split % 47.1% 52.9% 29.0% 55.6% 44.4% 71.0%
Peak Hour 11:45 7:30 11:45 16:45 15:15 15:45
Volume 234 251 442 538 445 868
P.H.F. 0.93 0.90 0.96 0.90 0.90 0.85
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT8 Cooley Dr between Mt Vernon and Cooley Ln AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 3 1 12:00 12 15
0:15 1 4 12:15 15 15
0:30 3 0 12:30 17 21
0:45 4 11 0 5 16 12:45 17 61 14 65 126
1:00 3 3 13:00 24 16
1:15 1 2 13:15 23 15
1:30 2 0 13:30 28 17
1:45 3 9 3 8 17 13:45 39 114 38 86 200
2:00 1 2 14:00 27 35
2:15 1 1 14:15 47 32
2:30 1 1 14:30 31 27
2:45 2 5 0 4 9 14:45 32 137 21 115 252
3:00 0 3 15:00 39 21
3:15 1 2 15:15 28 24
3:30 5 1 15:30 42 47
3:45 1 7 0 6 13 15:45 33 142 37 129 271
4:00 4 3 16:00 34 23
4:15 4 4 16:15 44 21
4:30 7 6 16:30 44 23
4:45 3 18 7 20 38 16:45 50 172 28 95 267
5:00 3 5 17:00 40 14
5:15 7 4 17:15 37 30
5:30 11 6 17:30 34 14
5:45 8 29 5 20 49 17:45 32 143 20 78 221
6:00 7 8 18:00 30 20
6:15 9 8 18:15 38 18
6:30 18 8 18:30 25 12
6:45 16 50 6 30 80 18:45 15 108 13 63 171
7:00 13 8 19:00 18 19
7:15 26 10 19:15 19 10
7:30 60 33 19:30 22 4
7:45 78 177 54 105 282 19:45 17 76 8 41 117
8:00 98 40 20:00 17 15
8:15 66 56 20:15 19 13
8:30 36 32 20:30 11 15
8:45 18 218 25 153 371 20:45 12 59 8 51 110
9:00 11 13 21:00 12 7
9:15 19 15 21:15 13 1
9:30 22 9 21:30 16 7
9:45 17 69 14 51 120 21:45 6 47 4 19 66
10:00 15 16 22:00 10 0
10:15 22 11 22:15 5 6
10:30 25 14 22:30 5 4
10:45 11 73 19 60 133 22:45 8 28 3 13 41
11:00 15 17 23:00 3 0
11:15 34 10 23:15 2 4
11:30 16 23 23:30 7 3
11:45 21 86 18 68 154 23:45 3 15 0 7 22
Total Vol. 752 530 1282 1102 762 1864
NB SB Combined
1854 1292 3146
Split % 58.7% 41.3% 40.8% 59.1% 40.9% 59.2%
Peak Hour 7:30 7:30 7:30 16:15 13:45 15:30
Volume 302 183 485 178 132 281
P.H.F. 0.77 0.82 0.88 0.89 0.87 0.79
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT9 Eucalyptus Ave between Randall Ave and San Bernardino Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 4 11 12:00 53 65
0:15 3 9 12:15 67 71
0:30 4 8 12:30 55 77
0:45 5 16 8 36 52 12:45 82 257 66 279 536
1:00 1 4 13:00 73 68
1:15 3 2 13:15 68 70
1:30 1 5 13:30 62 68
1:45 3 8 6 17 25 13:45 73 276 80 286 562
2:00 4 3 14:00 63 80
2:15 3 2 14:15 67 108
2:30 5 4 14:30 81 97
2:45 6 18 0 9 27 14:45 101 312 101 386 698
3:00 6 2 15:00 78 88
3:15 8 5 15:15 91 72
3:30 3 1 15:30 96 125
3:45 6 23 4 12 35 15:45 99 364 91 376 740
4:00 5 6 16:00 88 101
4:15 6 4 16:15 94 111
4:30 10 6 16:30 105 120
4:45 14 35 3 19 54 16:45 135 422 110 442 864
5:00 12 6 17:00 115 157
5:15 17 9 17:15 96 165
5:30 36 8 17:30 94 127
5:45 36 101 7 30 131 17:45 92 397 97 546 943
6:00 22 10 18:00 88 80
6:15 33 8 18:15 62 66
6:30 50 19 18:30 52 47
6:45 49 154 23 60 214 18:45 39 241 47 240 481
7:00 52 18 19:00 39 58
7:15 56 30 19:15 32 48
7:30 76 45 19:30 26 40
7:45 110 294 49 142 436 19:45 28 125 36 182 307
8:00 57 42 20:00 18 23
8:15 48 44 20:15 19 29
8:30 52 48 20:30 26 26
8:45 51 208 45 179 387 20:45 18 81 17 95 176
9:00 51 69 21:00 8 27
9:15 51 39 21:15 18 16
9:30 68 55 21:30 11 16
9:45 60 230 53 216 446 21:45 8 45 16 75 120
10:00 51 51 22:00 13 20
10:15 55 59 22:15 14 21
10:30 37 67 22:30 5 20
10:45 56 199 51 228 427 22:45 6 38 15 76 114
11:00 53 68 23:00 8 16
11:15 50 59 23:15 9 10
11:30 56 49 23:30 8 21
11:45 56 215 52 228 443 23:45 4 29 13 60 89
Total Vol. 1501 1176 2677 2587 3043 5630
EB WB Combined
4088 4219 8307
Split % 56.1% 43.9% 32.2% 46.0% 54.0% 67.8%
Peak Hour 7:15 11:45 11:45 16:30 16:45 16:30
Volume 299 265 496 451 559 1003
P.H.F. 0.68 0.86 0.90 0.84 0.85 0.92
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT10 Fairway Dr between Mt Vernon Ave and Auto Plaza Dr AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 5 7 12:00 57 75
0:15 6 5 12:15 49 76
0:30 0 16 12:30 56 74
0:45 4 15 8 36 51 12:45 57 219 94 319 538
1:00 3 5 13:00 61 73
1:15 2 8 13:15 52 86
1:30 2 7 13:30 57 96
1:45 1 8 8 28 36 13:45 64 234 90 345 579
2:00 1 4 14:00 57 107
2:15 1 3 14:15 75 103
2:30 4 10 14:30 65 145
2:45 4 10 2 19 29 14:45 63 260 125 480 740
3:00 6 3 15:00 80 142
3:15 4 4 15:15 81 137
3:30 8 3 15:30 81 140
3:45 9 27 3 13 40 15:45 79 321 194 613 934
4:00 9 8 16:00 71 173
4:15 18 7 16:15 56 157
4:30 9 9 16:30 83 193
4:45 22 58 8 32 90 16:45 90 300 137 660 960
5:00 15 10 17:00 67 158
5:15 24 12 17:15 78 187
5:30 29 8 17:30 69 153
5:45 43 111 13 43 154 17:45 59 273 149 647 920
6:00 33 23 18:00 36 128
6:15 47 27 18:15 44 132
6:30 70 37 18:30 44 92
6:45 90 240 42 129 369 18:45 34 158 76 428 586
7:00 99 53 19:00 34 91
7:15 102 55 19:15 29 58
7:30 124 59 19:30 27 70
7:45 136 461 73 240 701 19:45 27 117 41 260 377
8:00 119 80 20:00 29 43
8:15 91 64 20:15 14 42
8:30 73 66 20:30 18 52
8:45 100 383 61 271 654 20:45 16 77 36 173 250
9:00 57 63 21:00 9 30
9:15 61 46 21:15 15 24
9:30 56 53 21:30 14 38
9:45 69 243 64 226 469 21:45 17 55 25 117 172
10:00 44 63 22:00 14 23
10:15 51 53 22:15 10 19
10:30 45 64 22:30 11 11
10:45 45 185 64 244 429 22:45 8 43 25 78 121
11:00 51 58 23:00 8 16
11:15 53 61 23:15 5 10
11:30 55 61 23:30 8 10
11:45 47 206 78 258 464 23:45 6 27 19 55 82
Total Vol. 1947 1539 3486 2084 4175 6259
NB SB Combined
4031 5714 9745
Split % 55.9% 44.1% 35.8% 33.3% 66.7% 64.2%
Peak Hour 7:15 11:45 7:15 15:00 15:45 15:45
Volume 481 303 748 321 717 1006
P.H.F. 0.88 0.97 0.89 0.99 0.92 0.91
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT11 Hunts Ln between Redlands Blvd and W ashington St AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 2 0 12:00 32 26
0:15 5 5 12:15 36 31
0:30 1 4 12:30 25 27
0:45 2 10 1 10 20 12:45 34 127 30 114 241
1:00 2 0 13:00 37 35
1:15 2 0 13:15 29 27
1:30 0 2 13:30 32 42
1:45 0 4 1 3 7 13:45 34 132 44 148 280
2:00 0 1 14:00 33 25
2:15 0 2 14:15 30 42
2:30 2 1 14:30 64 51
2:45 0 2 2 6 8 14:45 48 175 37 155 330
3:00 2 3 15:00 45 47
3:15 2 1 15:15 42 38
3:30 0 2 15:30 43 41
3:45 1 5 6 12 17 15:45 34 164 45 171 335
4:00 3 2 16:00 33 43
4:15 5 6 16:15 39 48
4:30 1 7 16:30 44 40
4:45 5 14 11 26 40 16:45 51 167 22 153 320
5:00 3 13 17:00 47 44
5:15 4 17 17:15 55 38
5:30 4 14 17:30 43 48
5:45 6 17 19 63 80 17:45 40 185 39 169 354
6:00 3 15 18:00 26 26
6:15 8 20 18:15 25 21
6:30 10 16 18:30 22 23
6:45 11 32 22 73 105 18:45 30 103 22 92 195
7:00 14 44 19:00 14 22
7:15 30 31 19:15 16 15
7:30 28 28 19:30 19 20
7:45 24 96 40 143 239 19:45 22 71 16 73 144
8:00 29 43 20:00 13 14
8:15 23 30 20:15 11 14
8:30 17 26 20:30 16 20
8:45 24 93 34 133 226 20:45 6 46 6 54 100
9:00 23 27 21:00 9 14
9:15 28 30 21:15 7 10
9:30 31 32 21:30 8 11
9:45 29 111 20 109 220 21:45 5 29 9 44 73
10:00 27 42 22:00 6 5
10:15 27 27 22:15 6 5
10:30 37 33 22:30 4 6
10:45 46 137 32 134 271 22:45 6 22 2 18 40
11:00 28 26 23:00 7 3
11:15 40 40 23:15 3 3
11:30 45 37 23:30 3 3
11:45 36 149 40 143 292 23:45 2 15 5 14 29
Total Vol. 670 855 1525 1236 1205 2441
NB SB Combined
1906 2060 3966
Split % 43.9% 56.1% 38.5% 50.6% 49.4% 61.5%
Peak Hour 10:45 7:00 11:15 14:30 14:15 14:30
Volume 159 143 296 199 177 372
P.H.F. 0.86 0.81 0.90 0.78 0.87 0.81
Tuesday, February 22, 2022
ADT12 La Cadena Dr between Mt Vernon Ave and 8th St AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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AM Period NB SB PM Period NB SB
0:00 1 1 12:00 21 29
0:15 1 3 12:15 28 23
0:30 1 2 12:30 19 28
0:45 1 4 1 7 11 12:45 24 92 31 111 203
1:00 1 0 13:00 29 34
1:15 2 1 13:15 23 20
1:30 1 2 13:30 22 39
1:45 0 4 1 4 8 13:45 21 95 36 129 224
2:00 0 2 14:00 21 21
2:15 0 0 14:15 25 38
2:30 1 1 14:30 39 50
2:45 0 1 2 5 6 14:45 35 120 31 140 260
3:00 1 3 15:00 34 34
3:15 2 1 15:15 34 32
3:30 0 3 15:30 37 36
3:45 2 5 5 12 17 15:45 27 132 37 139 271
4:00 2 3 16:00 30 44
4:15 1 5 16:15 38 36
4:30 0 8 16:30 30 34
4:45 3 6 10 26 32 16:45 38 136 16 130 266
5:00 1 11 17:00 38 39
5:15 4 15 17:15 50 44
5:30 4 17 17:30 32 41
5:45 5 14 14 57 71 17:45 34 154 36 160 314
6:00 3 17 18:00 18 24
6:15 4 19 18:15 23 16
6:30 7 12 18:30 13 16
6:45 8 22 29 77 99 18:45 23 77 18 74 151
7:00 14 45 19:00 10 22
7:15 28 30 19:15 17 15
7:30 21 23 19:30 9 14
7:45 15 78 34 132 210 19:45 15 51 16 67 118
8:00 19 30 20:00 7 12
8:15 21 29 20:15 5 12
8:30 18 26 20:30 14 17
8:45 16 74 29 114 188 20:45 5 31 9 50 81
9:00 16 20 21:00 8 9
9:15 23 23 21:15 5 10
9:30 19 31 21:30 5 10
9:45 30 88 14 88 176 21:45 6 24 5 34 58
10:00 21 27 22:00 4 2
10:15 27 20 22:15 4 4
10:30 31 27 22:30 3 4
10:45 38 117 24 98 215 22:45 6 17 1 11 28
11:00 23 23 23:00 5 3
11:15 40 32 23:15 2 2
11:30 31 31 23:30 3 2
11:45 26 120 37 123 243 23:45 2 12 5 12 24
Total Vol. 533 743 1276 941 1057 1998
NB SB Combined
1474 1800 3274
Split % 41.8% 58.2% 39.0% 47.1% 52.9% 61.0%
Peak Hour 10:30 7:00 11:15 16:45 17:00 17:00
Volume 132 132 247 158 160 314
P.H.F. 0.83 0.73 0.86 0.79 0.91 0.84
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT13 La Cadena Dr between 8th St and Valley Blvd AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 12 4 12:00 106 108
0:15 10 7 12:15 112 112
0:30 13 6 12:30 147 112
0:45 4 39 6 23 62 12:45 126 491 113 445 936
1:00 7 5 13:00 115 112
1:15 6 8 13:15 106 99
1:30 15 5 13:30 134 110
1:45 5 33 8 26 59 13:45 123 478 103 424 902
2:00 6 10 14:00 136 107
2:15 12 6 14:15 134 124
2:30 13 5 14:30 142 157
2:45 9 40 6 27 67 14:45 140 552 137 525 1077
3:00 8 8 15:00 160 117
3:15 9 9 15:15 155 128
3:30 13 12 15:30 174 150
3:45 8 38 19 48 86 15:45 165 654 155 550 1204
4:00 23 15 16:00 192 151
4:15 36 16 16:15 156 173
4:30 93 38 16:30 202 164
4:45 98 250 43 112 362 16:45 153 703 193 681 1384
5:00 97 30 17:00 182 200
5:15 123 38 17:15 145 190
5:30 178 68 17:30 128 172
5:45 205 603 93 229 832 17:45 134 589 161 723 1312
6:00 236 42 18:00 146 160
6:15 229 59 18:15 112 100
6:30 236 124 18:30 89 74
6:45 210 911 175 400 1311 18:45 64 411 72 406 817
7:00 207 175 19:00 70 52
7:15 237 162 19:15 55 62
7:30 263 164 19:30 49 60
7:45 273 980 216 717 1697 19:45 53 227 48 222 449
8:00 205 137 20:00 56 39
8:15 146 106 20:15 46 49
8:30 134 91 20:30 38 31
8:45 112 597 75 409 1006 20:45 39 179 37 156 335
9:00 104 57 21:00 36 30
9:15 88 54 21:15 26 25
9:30 104 96 21:30 33 24
9:45 91 387 80 287 674 21:45 23 118 26 105 223
10:00 95 74 22:00 29 26
10:15 87 74 22:15 15 12
10:30 72 74 22:30 19 16
10:45 106 360 81 303 663 22:45 17 80 17 71 151
11:00 99 81 23:00 19 13
11:15 97 77 23:15 14 17
11:30 94 93 23:30 10 11
11:45 119 409 102 353 762 23:45 14 57 14 55 112
Total Vol. 4647 2934 7581 4539 4363 8902
NB SB Combined
9186 7297 16483
Split % 61.3% 38.7% 46.0% 51.0% 49.0% 54.0%
Peak Hour 7:00 7:00 7:00 15:45 16:45 16:30
Volume 980 717 1697 715 755 1429
P.H.F. 0.90 0.83 0.87 0.88 0.94 0.94
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT14 La Cadena Dr between Valley and BNSF Railroad Overpass AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 9 7 12:00 105 136
0:15 13 12 12:15 109 137
0:30 18 9 12:30 96 166
0:45 10 50 8 36 86 12:45 117 427 158 597 1024
1:00 8 13 13:00 101 140
1:15 12 8 13:15 93 143
1:30 14 6 13:30 127 135
1:45 6 40 10 37 77 13:45 120 441 151 569 1010
2:00 7 8 14:00 136 168
2:15 7 6 14:15 121 218
2:30 5 18 14:30 166 230
2:45 8 27 11 43 70 14:45 195 618 212 828 1446
3:00 11 20 15:00 184 209
3:15 12 17 15:15 136 220
3:30 10 26 15:30 195 256
3:45 11 44 31 94 138 15:45 188 703 253 938 1641
4:00 23 30 16:00 195 273
4:15 46 38 16:15 188 312
4:30 112 68 16:30 183 340
4:45 122 303 75 211 514 16:45 153 719 294 1219 1938
5:00 132 80 17:00 181 304
5:15 151 94 17:15 179 319
5:30 255 101 17:30 165 278
5:45 290 828 117 392 1220 17:45 164 689 283 1184 1873
6:00 299 99 18:00 125 267
6:15 320 139 18:15 109 166
6:30 335 205 18:30 114 126
6:45 355 1309 255 698 2007 18:45 76 424 107 666 1090
7:00 324 292 19:00 86 72
7:15 322 280 19:15 56 87
7:30 333 275 19:30 56 82
7:45 300 1279 299 1146 2425 19:45 58 256 63 304 560
8:00 229 272 20:00 48 39
8:15 173 217 20:15 49 60
8:30 158 128 20:30 50 48
8:45 141 701 120 737 1438 20:45 46 193 43 190 383
9:00 103 89 21:00 34 49
9:15 83 93 21:15 38 37
9:30 83 119 21:30 37 52
9:45 96 365 99 400 765 21:45 27 136 27 165 301
10:00 83 90 22:00 25 28
10:15 92 111 22:15 24 28
10:30 61 97 22:30 23 26
10:45 85 321 105 403 724 22:45 33 105 26 108 213
11:00 94 105 23:00 20 20
11:15 94 83 23:15 24 22
11:30 97 129 23:30 22 19
11:45 100 385 125 442 827 23:45 17 83 16 77 160
Total Vol. 5652 4639 10291 4794 6845 11639
NB SB Combined
10446 11484 21930
Split % 54.9% 45.1% 46.9% 41.2% 58.8% 53.1%
Peak Hour 6:30 7:00 6:45 15:30 16:30 16:15
Volume 1336 1146 2436 766 1257 1955
P.H.F. 0.94 0.96 0.99 0.98 0.92 0.93
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT15 La Cadena Dr between BNSF Railroad Overpass and City Limits AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 0 1 12:00 20 34
0:15 4 1 12:15 28 21
0:30 1 2 12:30 30 24
0:45 3 8 2 6 14 12:45 23 101 20 99 200
1:00 4 2 13:00 21 27
1:15 0 4 13:15 20 18
1:30 0 1 13:30 18 21
1:45 0 4 0 7 11 13:45 16 75 20 86 161
2:00 4 1 14:00 19 18
2:15 1 0 14:15 15 20
2:30 2 4 14:30 38 50
2:45 3 10 1 6 16 14:45 27 99 42 130 229
3:00 0 1 15:00 49 25
3:15 1 4 15:15 38 30
3:30 2 2 15:30 30 38
3:45 3 6 2 9 15 15:45 25 142 28 121 263
4:00 1 1 16:00 33 38
4:15 5 6 16:15 37 26
4:30 8 3 16:30 35 32
4:45 11 25 7 17 42 16:45 32 137 23 119 256
5:00 3 6 17:00 22 27
5:15 2 12 17:15 23 24
5:30 6 7 17:30 31 28
5:45 7 18 7 32 50 17:45 20 96 39 118 214
6:00 3 6 18:00 18 25
6:15 7 10 18:15 27 22
6:30 11 9 18:30 22 17
6:45 15 36 11 36 72 18:45 14 81 26 90 171
7:00 22 28 19:00 18 22
7:15 60 43 19:15 14 14
7:30 101 84 19:30 11 12
7:45 145 328 96 251 579 19:45 13 56 13 61 117
8:00 57 46 20:00 11 20
8:15 26 22 20:15 10 15
8:30 16 17 20:30 26 11
8:45 11 110 8 93 203 20:45 12 59 7 53 112
9:00 7 13 21:00 11 11
9:15 13 9 21:15 6 12
9:30 16 10 21:30 6 7
9:45 12 48 18 50 98 21:45 3 26 5 35 61
10:00 13 12 22:00 4 6
10:15 18 12 22:15 3 4
10:30 15 16 22:30 5 7
10:45 8 54 15 55 109 22:45 6 18 3 20 38
11:00 18 16 23:00 2 2
11:15 13 16 23:15 4 1
11:30 14 16 23:30 5 7
11:45 19 64 25 73 137 23:45 6 17 1 11 28
Total Vol. 711 635 1346 907 943 1850
EB WB Combined
1618 1578 3196
Split % 52.8% 47.2% 42.1% 49.0% 51.0% 57.9%
Peak Hour 7:15 7:15 7:15 14:30 14:30 14:30
Volume 363 269 632 152 147 299
P.H.F. 0.63 0.70 0.66 0.83 0.74 0.85
Wednesday, March 02, 2022
ADT16 Laurel St between Grand Ave and Pennsylvania Ave Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM

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AM Period EB WB PM Period EB WB
0:00 4 1 12:00 23 26
0:15 3 4 12:15 31 34
0:30 3 0 12:30 23 21
0:45 2 12 4 9 21 12:45 25 102 19 100 202
1:00 2 0 13:00 32 47
1:15 2 1 13:15 34 32
1:30 0 3 13:30 34 20
1:45 1 5 3 7 12 13:45 24 124 37 136 260
2:00 0 0 14:00 23 23
2:15 2 3 14:15 31 27
2:30 2 0 14:30 48 42
2:45 0 4 2 5 9 14:45 24 126 36 128 254
3:00 3 1 15:00 39 28
3:15 1 0 15:15 32 27
3:30 2 1 15:30 38 34
3:45 0 6 5 7 13 15:45 56 165 32 121 286
4:00 3 4 16:00 32 34
4:15 5 6 16:15 48 45
4:30 5 9 16:30 41 64
4:45 4 17 4 23 40 16:45 44 165 32 175 340
5:00 6 5 17:00 32 28
5:15 4 8 17:15 21 23
5:30 8 9 17:30 19 21
5:45 7 25 12 34 59 17:45 11 83 31 103 186
6:00 7 11 18:00 15 23
6:15 13 5 18:15 22 18
6:30 11 8 18:30 13 12
6:45 19 50 21 45 95 18:45 16 66 17 70 136
7:00 32 32 19:00 26 13
7:15 59 51 19:15 16 18
7:30 113 63 19:30 12 13
7:45 135 339 75 221 560 19:45 7 61 25 69 130
8:00 78 87 20:00 6 11
8:15 45 57 20:15 9 20
8:30 43 25 20:30 11 13
8:45 32 198 13 182 380 20:45 12 38 21 65 103
9:00 23 30 21:00 8 13
9:15 31 11 21:15 13 10
9:30 24 13 21:30 5 12
9:45 24 102 9 63 165 21:45 4 30 15 50 80
10:00 10 11 22:00 5 8
10:15 13 13 22:15 4 8
10:30 21 19 22:30 4 3
10:45 14 58 13 56 114 22:45 6 19 3 22 41
11:00 12 17 23:00 3 5
11:15 9 11 23:15 3 6
11:30 11 21 23:30 4 4
11:45 20 52 34 83 135 23:45 2 12 3 18 30
Total Vol. 868 735 1603 991 1057 2048
EB WB Combined
1859 1792 3651
Split % 54.1% 45.9% 43.9% 48.4% 51.6% 56.1%
Peak Hour 7:15 7:30 7:15 15:45 15:45 15:45
Volume 385 282 661 177 175 352
P.H.F. 0.71 0.81 0.79 0.82 0.68 0.84
Wednesday, March 02, 2022
ADT17 Laurel St between Pennsylvania Ave and Mt Vernon Ave Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM

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AM Period EB WB PM Period EB WB
0:00 3 4 12:00 29 48
0:15 0 8 12:15 42 30
0:30 4 3 12:30 49 43
0:45 2 9 3 18 27 12:45 35 155 35 156 311
1:00 3 4 13:00 26 38
1:15 3 1 13:15 46 31
1:30 7 1 13:30 31 39
1:45 2 15 1 7 22 13:45 47 150 25 133 283
2:00 2 4 14:00 33 45
2:15 2 2 14:15 43 34
2:30 0 5 14:30 39 41
2:45 2 6 2 13 19 14:45 33 148 42 162 310
3:00 1 4 15:00 29 37
3:15 1 2 15:15 25 40
3:30 1 2 15:30 30 44
3:45 2 5 6 14 19 15:45 39 123 40 161 284
4:00 2 8 16:00 43 38
4:15 10 4 16:15 31 40
4:30 5 5 16:30 43 54
4:45 9 26 10 27 53 16:45 39 156 47 179 335
5:00 4 11 17:00 50 53
5:15 7 10 17:15 39 41
5:30 16 15 17:30 40 57
5:45 16 43 16 52 95 17:45 27 156 45 196 352
6:00 8 18 18:00 20 33
6:15 6 18 18:15 22 19
6:30 15 35 18:30 22 17
6:45 19 48 50 121 169 18:45 13 77 16 85 162
7:00 17 36 19:00 17 9
7:15 30 42 19:15 23 18
7:30 27 69 19:30 4 11
7:45 24 98 96 243 341 19:45 11 55 8 46 101
8:00 34 85 20:00 10 10
8:15 24 38 20:15 15 9
8:30 26 34 20:30 6 8
8:45 22 106 28 185 291 20:45 18 49 9 36 85
9:00 20 29 21:00 10 9
9:15 20 20 21:15 12 9
9:30 21 27 21:30 9 7
9:45 29 90 28 104 194 21:45 4 35 7 32 67
10:00 22 34 22:00 5 3
10:15 24 24 22:15 6 6
10:30 23 24 22:30 2 4
10:45 30 99 36 118 217 22:45 4 17 2 15 32
11:00 19 35 23:00 3 4
11:15 31 26 23:15 3 2
11:30 45 32 23:30 2 3
11:45 34 129 27 120 249 23:45 1 9 3 12 21
Total Vol. 674 1022 1696 1130 1213 2343
EB WB Combined
1804 2235 4039
Split % 39.7% 60.3% 42.0% 48.2% 51.8% 58.0%
Peak Hour 11:45 7:15 7:15 16:30 16:45 16:30
Volume 154 292 407 171 198 366
P.H.F. 0.79 0.76 0.85 0.86 0.87 0.89
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT18 M St between La Cadena Dr and Fogg St AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 5 5 12:00 46 58
0:15 8 7 12:15 54 48
0:30 8 4 12:30 52 56
0:45 2 23 3 19 42 12:45 62 214 52 214 428
1:00 12 5 13:00 61 61
1:15 3 1 13:15 55 43
1:30 5 7 13:30 54 57
1:45 4 24 5 18 42 13:45 58 228 51 212 440
2:00 1 1 14:00 58 74
2:15 5 6 14:15 69 80
2:30 2 8 14:30 78 74
2:45 3 11 9 24 35 14:45 85 290 70 298 588
3:00 3 11 15:00 77 73
3:15 2 10 15:15 76 64
3:30 2 16 15:30 97 68
3:45 5 12 26 63 75 15:45 91 341 75 280 621
4:00 10 25 16:00 107 69
4:15 10 25 16:15 92 62
4:30 14 47 16:30 116 67
4:45 13 47 43 140 187 16:45 106 421 61 259 680
5:00 12 39 17:00 106 77
5:15 10 43 17:15 109 66
5:30 11 67 17:30 96 48
5:45 16 49 46 195 244 17:45 85 396 65 256 652
6:00 20 60 18:00 80 73
6:15 14 55 18:15 68 42
6:30 22 64 18:30 58 49
6:45 35 91 72 251 342 18:45 73 279 42 206 485
7:00 40 81 19:00 60 42
7:15 48 115 19:15 50 42
7:30 59 114 19:30 42 36
7:45 55 202 96 406 608 19:45 38 190 14 134 324
8:00 42 89 20:00 43 28
8:15 44 81 20:15 34 27
8:30 43 59 20:30 20 22
8:45 43 172 59 288 460 20:45 30 127 18 95 222
9:00 41 55 21:00 33 29
9:15 36 49 21:15 17 21
9:30 44 43 21:30 28 15
9:45 40 161 43 190 351 21:45 28 106 17 82 188
10:00 31 49 22:00 26 17
10:15 45 52 22:15 17 15
10:30 30 49 22:30 10 10
10:45 39 145 51 201 346 22:45 10 63 10 52 115
11:00 31 59 23:00 11 7
11:15 41 42 23:15 16 15
11:30 37 59 23:30 19 7
11:45 44 153 41 201 354 23:45 10 56 7 36 92
Total Vol. 1090 1996 3086 2711 2124 4835
NB SB Combined
3801 4120 7921
Split % 35.3% 64.7% 39.0% 56.1% 43.9% 61.0%
Peak Hour 7:15 7:15 7:15 16:30 14:00 16:30
Volume 204 414 618 437 298 708
P.H.F. 0.86 0.90 0.89 0.94 0.93 0.97
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT19 Meridian Ave between Randall Ave and Valley Blvd AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 12 8 12:00 99 85
0:15 11 12 12:15 50 96
0:30 13 11 12:30 91 100
0:45 4 40 20 51 91 12:45 98 338 104 385 723
1:00 4 8 13:00 94 108
1:15 9 7 13:15 80 125
1:30 5 8 13:30 115 102
1:45 7 25 15 38 63 13:45 101 390 110 445 835
2:00 7 6 14:00 127 113
2:15 4 10 14:15 131 111
2:30 13 10 14:30 136 140
2:45 10 34 10 36 70 14:45 128 522 145 509 1031
3:00 9 5 15:00 110 152
3:15 18 12 15:15 116 128
3:30 25 10 15:30 138 160
3:45 28 80 15 42 122 15:45 152 516 148 588 1104
4:00 17 18 16:00 124 168
4:15 25 13 16:15 122 150
4:30 33 26 16:30 115 132
4:45 48 123 23 80 203 16:45 138 499 145 595 1094
5:00 27 20 17:00 131 150
5:15 47 22 17:15 110 182
5:30 63 22 17:30 126 152
5:45 84 221 34 98 319 17:45 139 506 118 602 1108
6:00 41 32 18:00 99 129
6:15 48 41 18:15 100 104
6:30 66 37 18:30 108 119
6:45 82 237 49 159 396 18:45 85 392 94 446 838
7:00 93 71 19:00 65 86
7:15 110 68 19:15 72 85
7:30 130 85 19:30 68 88
7:45 114 447 77 301 748 19:45 67 272 86 345 617
8:00 133 74 20:00 53 71
8:15 104 82 20:15 43 53
8:30 97 80 20:30 46 71
8:45 101 435 74 310 745 20:45 52 194 65 260 454
9:00 74 67 21:00 34 59
9:15 73 61 21:15 41 52
9:30 85 64 21:30 35 44
9:45 81 313 61 253 566 21:45 23 133 30 185 318
10:00 84 68 22:00 24 34
10:15 83 59 22:15 35 35
10:30 89 75 22:30 25 36
10:45 83 339 71 273 612 22:45 27 111 38 143 254
11:00 71 78 23:00 18 23
11:15 83 93 23:15 13 17
11:30 97 98 23:30 13 13
11:45 90 341 88 357 698 23:45 10 54 11 64 118
Total Vol. 2635 1998 4633 3927 4567 8494
EB WB Combined
6562 6565 13127
Split % 56.9% 43.1% 35.3% 46.2% 53.8% 64.7%
Peak Hour 7:15 11:45 7:30 15:30 16:45 15:30
Volume 487 369 799 536 629 1162
P.H.F. 0.92 0.92 0.93 0.88 0.86 0.97
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT20 Mill St between Rancho Ave and BNSF Railroad Overpass AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 12 15 12:00 94 95
0:15 7 13 12:15 96 115
0:30 8 7 12:30 99 147
0:45 5 32 15 50 82 12:45 102 391 129 486 877
1:00 5 6 13:00 136 139
1:15 5 5 13:15 122 131
1:30 5 4 13:30 98 132
1:45 10 25 9 24 49 13:45 104 460 107 509 969
2:00 8 8 14:00 105 124
2:15 4 5 14:15 110 123
2:30 8 10 14:30 103 155
2:45 5 25 11 34 59 14:45 116 434 135 537 971
3:00 9 5 15:00 114 147
3:15 10 5 15:15 120 147
3:30 12 5 15:30 115 136
3:45 19 50 4 19 69 15:45 116 465 131 561 1026
4:00 20 11 16:00 104 145
4:15 20 12 16:15 109 139
4:30 27 10 16:30 96 159
4:45 30 97 9 42 139 16:45 116 425 161 604 1029
5:00 29 13 17:00 131 173
5:15 46 11 17:15 113 170
5:30 35 23 17:30 120 180
5:45 27 137 15 62 199 17:45 117 481 158 681 1162
6:00 48 25 18:00 96 134
6:15 26 22 18:15 87 131
6:30 40 36 18:30 97 101
6:45 45 159 46 129 288 18:45 79 359 95 461 820
7:00 58 42 19:00 98 75
7:15 78 50 19:15 74 99
7:30 86 72 19:30 73 73
7:45 115 337 90 254 591 19:45 61 306 86 333 639
8:00 102 96 20:00 76 69
8:15 77 103 20:15 62 68
8:30 81 84 20:30 47 72
8:45 98 358 85 368 726 20:45 44 229 52 261 490
9:00 68 87 21:00 42 56
9:15 85 129 21:15 61 49
9:30 81 102 21:30 43 42
9:45 78 312 82 400 712 21:45 39 185 44 191 376
10:00 82 101 22:00 28 41
10:15 84 87 22:15 26 26
10:30 76 95 22:30 26 32
10:45 115 357 103 386 743 22:45 16 96 24 123 219
11:00 87 129 23:00 24 22
11:15 88 102 23:15 12 20
11:30 108 108 23:30 11 16
11:45 89 372 99 438 810 23:45 10 57 18 76 133
Total Vol. 2261 2206 4467 3888 4823 8711
NB SB Combined
6149 7029 13178
Split % 50.6% 49.4% 33.9% 44.6% 55.4% 66.1%
Peak Hour 10:45 11:45 10:45 17:00 16:45 16:45
Volume 398 456 840 481 684 1164
P.H.F. 0.87 0.78 0.96 0.92 0.95 0.96
Wednesday, March 02, 2022
ADT21 Mt Vernon Ave between Johnston St and Citrus St - Grant Ave Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM

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AM Period NB SB PM Period NB SB
0:00 8 7 12:00 86 100
0:15 5 7 12:15 105 89
0:30 8 9 12:30 93 97
0:45 11 32 10 33 65 12:45 113 397 99 385 782
1:00 8 7 13:00 103 94
1:15 8 14 13:15 91 101
1:30 5 3 13:30 81 105
1:45 2 23 1 25 48 13:45 101 376 92 392 768
2:00 5 9 14:00 113 133
2:15 9 2 14:15 102 109
2:30 3 5 14:30 113 125
2:45 5 22 7 23 45 14:45 116 444 123 490 934
3:00 4 5 15:00 122 108
3:15 5 14 15:15 118 136
3:30 2 16 15:30 115 110
3:45 4 15 20 55 70 15:45 133 488 105 459 947
4:00 7 26 16:00 111 110
4:15 3 15 16:15 130 98
4:30 8 32 16:30 124 108
4:45 19 37 35 108 145 16:45 147 512 101 417 929
5:00 7 41 17:00 140 103
5:15 12 46 17:15 162 120
5:30 18 33 17:30 134 101
5:45 15 52 59 179 231 17:45 122 558 103 427 985
6:00 10 31 18:00 113 98
6:15 16 41 18:15 95 85
6:30 16 52 18:30 96 79
6:45 41 83 46 170 253 18:45 59 363 66 328 691
7:00 46 72 19:00 76 54
7:15 69 94 19:15 79 63
7:30 84 111 19:30 73 54
7:45 78 277 102 379 656 19:45 57 285 65 236 521
8:00 58 86 20:00 46 50
8:15 54 63 20:15 47 51
8:30 48 71 20:30 50 36
8:45 47 207 87 307 514 20:45 55 198 32 169 367
9:00 57 72 21:00 47 38
9:15 66 56 21:15 32 21
9:30 71 50 21:30 29 32
9:45 62 256 71 249 505 21:45 22 130 31 122 252
10:00 69 61 22:00 22 20
10:15 79 92 22:15 27 20
10:30 79 78 22:30 13 20
10:45 90 317 72 303 620 22:45 19 81 9 69 150
11:00 91 84 23:00 17 20
11:15 82 75 23:15 15 11
11:30 85 87 23:30 15 11
11:45 110 368 97 343 711 23:45 11 58 9 51 109
Total Vol. 1689 2174 3863 3890 3545 7435
NB SB Combined
5579 5719 11298
Split % 43.7% 56.3% 34.2% 52.3% 47.7% 65.8%
Peak Hour 11:45 7:15 11:45 16:45 14:30 16:45
Volume 394 393 777 583 492 1008
P.H.F. 0.90 0.89 0.94 0.90 0.90 0.89
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT22 Mt Vernon Ave between Citrus St - Grant Ave and Valley Blvd AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 15 22 12:00 156 158
0:15 15 10 12:15 163 197
0:30 19 28 12:30 191 214
0:45 14 63 15 75 138 12:45 179 689 170 739 1428
1:00 14 20 13:00 163 184
1:15 18 13 13:15 149 192
1:30 11 18 13:30 166 180
1:45 6 49 19 70 119 13:45 150 628 210 766 1394
2:00 9 12 14:00 154 178
2:15 9 9 14:15 154 199
2:30 14 6 14:30 169 218
2:45 15 47 20 47 94 14:45 203 680 194 789 1469
3:00 9 10 15:00 182 234
3:15 11 16 15:15 212 173
3:30 15 19 15:30 228 201
3:45 28 63 21 66 129 15:45 239 861 210 818 1679
4:00 41 27 16:00 226 206
4:15 28 37 16:15 235 180
4:30 33 32 16:30 236 230
4:45 42 144 43 139 283 16:45 268 965 194 810 1775
5:00 41 50 17:00 212 285
5:15 41 50 17:15 249 180
5:30 44 76 17:30 280 170
5:45 99 225 66 242 467 17:45 230 971 152 787 1758
6:00 69 76 18:00 201 165
6:15 56 69 18:15 132 142
6:30 73 82 18:30 136 126
6:45 133 331 82 309 640 18:45 107 576 105 538 1114
7:00 129 114 19:00 90 116
7:15 189 126 19:15 107 104
7:30 197 141 19:30 84 68
7:45 237 752 131 512 1264 19:45 67 348 84 372 720
8:00 245 145 20:00 78 74
8:15 218 123 20:15 54 92
8:30 152 103 20:30 58 79
8:45 148 763 119 490 1253 20:45 53 243 86 331 574
9:00 143 113 21:00 59 77
9:15 93 110 21:15 48 66
9:30 124 134 21:30 43 55
9:45 115 475 141 498 973 21:45 45 195 42 240 435
10:00 127 132 22:00 23 49
10:15 124 123 22:15 40 44
10:30 123 146 22:30 36 33
10:45 145 519 143 544 1063 22:45 26 125 42 168 293
11:00 115 145 23:00 20 28
11:15 137 165 23:15 34 24
11:30 138 178 23:30 23 29
11:45 140 530 174 662 1192 23:45 19 96 16 97 193
Total Vol. 3961 3654 7615 6377 6455 12832
NB SB Combined
10338 10109 20447
Split % 52.0% 48.0% 37.2% 49.7% 50.3% 62.8%
Peak Hour 7:30 11:45 7:30 16:45 16:15 16:30
Volume 897 743 1437 1009 889 1854
P.H.F. 0.92 0.87 0.92 0.90 0.78 0.93
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT23 Mt Vernon Ave between Valley Blvd and Cooley Dr AimTD 714 253 7888 [email protected]

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PROJECT:

AM Period NB SB PM Period NB SB
0:00 9 12 12:00 109 32
0:15 6 9 12:15 82 43
0:30 11 10 12:30 86 53
0:45 3 29 8 39 68 12:45 95 372 55 183 555
1:00 4 9 13:00 94 45
1:15 3 3 13:15 78 64
1:30 3 5 13:30 104 55
1:45 4 14 6 23 37 13:45 90 366 63 227 593
2:00 4 4 14:00 133 52
2:15 6 6 14:15 93 65
2:30 2 2 14:30 119 41
2:45 1 13 9 21 34 14:45 114 459 52 210 669
3:00 4 9 15:00 112 53
3:15 2 5 15:15 110 60
3:30 9 6 15:30 119 47
3:45 7 22 7 27 49 15:45 98 439 47 207 646
4:00 12 9 16:00 96 43
4:15 8 6 16:15 94 52
4:30 14 3 16:30 107 46
4:45 21 55 8 26 81 16:45 94 391 38 179 570
5:00 12 9 17:00 99 58
5:15 14 9 17:15 74 43
5:30 23 8 17:30 82 55
5:45 25 74 20 46 120 17:45 90 345 58 214 559
6:00 27 28 18:00 86 47
6:15 32 34 18:15 87 42
6:30 40 41 18:30 94 45
6:45 56 155 67 170 325 18:45 82 349 47 181 530
7:00 94 57 19:00 123 39
7:15 113 68 19:15 82 51
7:30 129 62 19:30 74 68
7:45 81 417 72 259 676 19:45 58 337 53 211 548
8:00 78 67 20:00 76 64
8:15 75 44 20:15 72 66
8:30 84 50 20:30 50 54
8:45 62 299 70 231 530 20:45 57 255 51 235 490
9:00 98 56 21:00 33 47
9:15 83 51 21:15 67 61
9:30 91 41 21:30 100 38
9:45 87 359 42 190 549 21:45 93 293 45 191 484
10:00 87 48 22:00 56 24
10:15 92 44 22:15 65 24
10:30 104 45 22:30 41 15
10:45 80 363 35 172 535 22:45 24 186 14 77 263
11:00 87 67 23:00 28 23
11:15 96 43 23:15 14 18
11:30 112 45 23:30 18 54
11:45 101 396 45 200 596 23:45 17 77 25 120 197
Total Vol. 2196 1404 3600 3869 2235 6104
NB SB Combined
6065 3639 9704
Split % 61.0% 39.0% 37.1% 63.4% 36.6% 62.9%
Peak Hour 11:15 7:15 7:00 14:00 19:30 14:00
Volume 418 269 676 459 251 669
P.H.F. 0.93 0.93 0.88 0.86 0.92 0.90
Thursday, April 07, 2022 0
ADT24 Mt Vernon Ave between Cooley Dr and W ashington St AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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PROJECT:

AM Period EB WB PM Period EB WB
0:00 5 4 12:00 18 14
0:15 2 3 12:15 20 17
0:30 2 1 12:30 20 13
0:45 2 11 3 11 22 12:45 27 85 17 61 146
1:00 1 3 13:00 23 18
1:15 1 3 13:15 17 17
1:30 2 2 13:30 21 28
1:45 0 4 2 10 14 13:45 32 93 24 87 180
2:00 4 5 14:00 57 11
2:15 1 0 14:15 20 18
2:30 3 1 14:30 35 33
2:45 0 8 3 9 17 14:45 16 128 26 88 216
3:00 4 3 15:00 18 19
3:15 7 4 15:15 15 20
3:30 4 1 15:30 19 25
3:45 3 18 2 10 28 15:45 18 70 18 82 152
4:00 3 0 16:00 22 31
4:15 5 1 16:15 30 27
4:30 9 2 16:30 18 32
4:45 8 25 1 4 29 16:45 22 92 29 119 211
5:00 8 1 17:00 12 23
5:15 17 2 17:15 25 32
5:30 16 1 17:30 21 17
5:45 12 53 3 7 60 17:45 24 82 30 102 184
6:00 19 4 18:00 20 25
6:15 17 4 18:15 18 25
6:30 12 2 18:30 21 28
6:45 14 62 7 17 79 18:45 27 86 25 103 189
7:00 17 11 19:00 12 25
7:15 33 22 19:15 34 16
7:30 37 19 19:30 12 27
7:45 28 115 17 69 184 19:45 14 72 23 91 163
8:00 20 16 20:00 31 16
8:15 19 9 20:15 21 28
8:30 12 13 20:30 21 15
8:45 15 66 13 51 117 20:45 10 83 17 76 159
9:00 28 12 21:00 11 19
9:15 29 27 21:15 6 10
9:30 16 25 21:30 9 11
9:45 23 96 19 83 179 21:45 5 31 20 60 91
10:00 21 21 22:00 13 17
10:15 17 11 22:15 11 11
10:30 9 12 22:30 6 14
10:45 18 65 11 55 120 22:45 8 38 10 52 90
11:00 20 13 23:00 5 14
11:15 19 10 23:15 5 5
11:30 13 17 23:30 1 5
11:45 15 67 19 59 126 23:45 4 15 3 27 42
Total Vol. 590 385 975 875 948 1823
EB WB Combined
1465 1333 2798
Split % 60.5% 39.5% 34.8% 48.0% 52.0% 65.2%
Peak Hour 7:15 9:15 7:15 13:45 16:00 13:45
Volume 118 92 192 144 119 230
P.H.F. 0.80 0.85 0.86 0.63 0.93 0.85
Daily Totals
AM PM
Thursday, April 07, 2022 0
ADT25 Citrus St between Teresa Ave and Rancho Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 4 2 12:00 28 24
0:15 2 0 12:15 34 47
0:30 0 0 12:30 38 34
0:45 1 7 0 2 9 12:45 49 149 24 129 278
1:00 4 1 13:00 34 32
1:15 6 1 13:15 36 21
1:30 1 1 13:30 38 39
1:45 1 12 1 4 16 13:45 34 142 31 123 265
2:00 0 1 14:00 56 39
2:15 0 2 14:15 50 35
2:30 2 0 14:30 36 49
2:45 1 3 3 6 9 14:45 46 188 55 178 366
3:00 2 2 15:00 51 37
3:15 2 3 15:15 54 40
3:30 1 2 15:30 57 47
3:45 1 6 2 9 15 15:45 47 209 42 166 375
4:00 1 2 16:00 58 32
4:15 2 2 16:15 44 47
4:30 3 10 16:30 64 35
4:45 10 16 7 21 37 16:45 63 229 28 142 371
5:00 3 10 17:00 49 44
5:15 5 11 17:15 65 34
5:30 5 8 17:30 41 43
5:45 10 23 13 42 65 17:45 44 199 37 158 357
6:00 12 9 18:00 40 25
6:15 10 11 18:15 33 18
6:30 15 10 18:30 28 22
6:45 17 54 19 49 103 18:45 28 129 19 84 213
7:00 26 24 19:00 40 22
7:15 16 41 19:15 27 22
7:30 14 57 19:30 24 16
7:45 29 85 37 159 244 19:45 23 114 11 71 185
8:00 28 33 20:00 13 12
8:15 17 33 20:15 16 13
8:30 25 22 20:30 15 16
8:45 24 94 22 110 204 20:45 20 64 15 56 120
9:00 23 21 21:00 9 10
9:15 20 16 21:15 18 14
9:30 25 24 21:30 15 5
9:45 22 90 20 81 171 21:45 5 47 10 39 86
10:00 26 15 22:00 9 5
10:15 30 19 22:15 5 5
10:30 22 17 22:30 9 9
10:45 35 113 38 89 202 22:45 8 31 2 21 52
11:00 27 26 23:00 9 4
11:15 19 19 23:15 9 4
11:30 43 22 23:30 7 1
11:45 30 119 12 79 198 23:45 3 28 2 11 39
Total Vol. 622 651 1273 1529 1178 2707
EB WB Combined
2151 1829 3980
Split % 48.9% 51.1% 32.0% 56.5% 43.5% 68.0%
Peak Hour 11:30 7:15 7:15 16:30 14:30 14:45
Volume 135 168 255 241 181 387
P.H.F. 0.78 0.74 0.90 0.93 0.82 0.93
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT25 Olive St between Meridian Ave and Rancho Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 5 3 12:00 29 22
0:15 1 3 12:15 34 23
0:30 1 1 12:30 47 36
0:45 3 10 1 8 18 12:45 44 154 41 122 276
1:00 1 1 13:00 54 42
1:15 1 2 13:15 26 31
1:30 1 0 13:30 18 21
1:45 0 3 0 3 6 13:45 29 127 19 113 240
2:00 2 1 14:00 27 30
2:15 1 0 14:15 36 19
2:30 2 2 14:30 58 25
2:45 1 6 1 4 10 14:45 38 159 21 95 254
3:00 1 0 15:00 63 37
3:15 0 1 15:15 43 25
3:30 0 4 15:30 45 26
3:45 0 1 2 7 8 15:45 32 183 26 114 297
4:00 1 1 16:00 51 29
4:15 2 2 16:15 54 22
4:30 4 8 16:30 33 31
4:45 19 26 7 18 44 16:45 45 183 19 101 284
5:00 1 2 17:00 27 22
5:15 2 2 17:15 38 37
5:30 5 4 17:30 30 33
5:45 5 13 6 14 27 17:45 32 127 32 124 251
6:00 4 4 18:00 28 25
6:15 6 10 18:15 28 27
6:30 18 6 18:30 28 16
6:45 22 50 15 35 85 18:45 22 106 16 84 190
7:00 19 19 19:00 23 15
7:15 35 19 19:15 25 18
7:30 68 38 19:30 15 18
7:45 65 187 26 102 289 19:45 11 74 13 64 138
8:00 46 26 20:00 22 9
8:15 21 20 20:15 10 10
8:30 14 17 20:30 12 17
8:45 20 101 12 75 176 20:45 15 59 10 46 105
9:00 19 13 21:00 8 7
9:15 14 11 21:15 10 5
9:30 13 21 21:30 12 6
9:45 23 69 19 64 133 21:45 5 35 11 29 64
10:00 13 12 22:00 6 5
10:15 18 17 22:15 3 2
10:30 25 13 22:30 7 4
10:45 27 83 12 54 137 22:45 5 21 5 16 37
11:00 24 26 23:00 6 3
11:15 18 23 23:15 3 2
11:30 18 23 23:30 1 2
11:45 30 90 16 88 178 23:45 2 12 0 7 19
Total Vol. 639 472 1111 1240 915 2155
EB WB Combined
1879 1387 3266
Split % 57.5% 42.5% 34.0% 57.5% 42.5% 66.0%
Peak Hour 7:15 7:30 7:15 14:30 12:30 12:15
Volume 214 110 323 202 150 321
P.H.F. 0.79 0.72 0.76 0.88 0.89 0.84
Wednesday, March 02, 2022
ADT27 Olive St between Rancho Ave and La Cadena Ave Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM

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AM Period NB SB PM Period NB SB
0:00 5 2 12:00 24 35
0:15 1 4 12:15 22 22
0:30 1 2 12:30 37 31
0:45 3 10 3 11 21 12:45 37 120 38 126 246
1:00 4 6 13:00 35 30
1:15 1 2 13:15 31 31
1:30 5 3 13:30 37 34
1:45 2 12 0 11 23 13:45 21 124 29 124 248
2:00 2 2 14:00 35 52
2:15 1 1 14:15 41 63
2:30 6 3 14:30 104 54
2:45 4 13 1 7 20 14:45 68 248 32 201 449
3:00 1 2 15:00 67 45
3:15 3 2 15:15 51 30
3:30 5 6 15:30 60 35
3:45 8 17 11 21 38 15:45 60 238 49 159 397
4:00 1 6 16:00 53 35
4:15 8 5 16:15 62 36
4:30 14 18 16:30 52 35
4:45 8 31 33 62 93 16:45 41 208 40 146 354
5:00 6 10 17:00 51 40
5:15 8 17 17:15 53 42
5:30 14 18 17:30 63 30
5:45 16 44 42 87 131 17:45 29 196 33 145 341
6:00 8 13 18:00 38 30
6:15 11 13 18:15 29 27
6:30 13 22 18:30 21 24
6:45 19 51 31 79 130 18:45 23 111 19 100 211
7:00 25 53 19:00 29 12
7:15 47 49 19:15 17 26
7:30 65 63 19:30 22 19
7:45 60 197 52 217 414 19:45 15 83 12 69 152
8:00 37 30 20:00 15 16
8:15 35 28 20:15 14 15
8:30 34 19 20:30 20 10
8:45 24 130 25 102 232 20:45 7 56 7 48 104
9:00 20 12 21:00 11 11
9:15 17 17 21:15 13 16
9:30 23 27 21:30 7 10
9:45 30 90 14 70 160 21:45 6 37 9 46 83
10:00 17 14 22:00 13 8
10:15 26 20 22:15 4 15
10:30 21 21 22:30 6 5
10:45 27 91 15 70 161 22:45 8 31 6 34 65
11:00 27 29 23:00 5 5
11:15 18 23 23:15 6 5
11:30 29 19 23:30 3 6
11:45 27 101 33 104 205 23:45 3 17 4 20 37
Total Vol. 787 841 1628 1469 1218 2687
NB SB Combined
2256 2059 4315
Split % 48.3% 51.7% 37.7% 54.7% 45.3% 62.3%
Peak Hour 7:15 7:00 7:00 14:30 14:00 14:15
Volume 209 217 414 290 201 474
P.H.F. 0.80 0.86 0.81 0.70 0.80 0.75
Tuesday, February 22, 2022
ADT28 Pennsylvania Ave between Mill St and Valley Blvd AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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AM Period NB SB PM Period NB SB
0:00 37 20 12:00 158 134
0:15 40 16 12:15 168 147
0:30 41 20 12:30 166 163
0:45 31 149 19 75 224 12:45 159 651 156 600 1251
1:00 26 19 13:00 160 145
1:15 26 22 13:15 164 137
1:30 21 10 13:30 175 143
1:45 15 88 18 69 157 13:45 212 711 148 573 1284
2:00 39 19 14:00 213 168
2:15 27 16 14:15 211 199
2:30 27 30 14:30 204 212
2:45 27 120 30 95 215 14:45 235 863 168 747 1610
3:00 21 28 15:00 216 171
3:15 14 50 15:15 212 205
3:30 24 81 15:30 222 256
3:45 33 92 59 218 310 15:45 200 850 186 818 1668
4:00 17 78 16:00 232 175
4:15 34 113 16:15 244 131
4:30 33 141 16:30 272 149
4:45 40 124 126 458 582 16:45 252 1000 178 633 1633
5:00 42 106 17:00 238 155
5:15 49 139 17:15 240 135
5:30 47 186 17:30 252 141
5:45 84 222 151 582 804 17:45 213 943 100 531 1474
6:00 64 112 18:00 230 101
6:15 43 179 18:15 180 100
6:30 76 198 18:30 174 116
6:45 94 277 224 713 990 18:45 164 748 128 445 1193
7:00 103 183 19:00 168 118
7:15 164 235 19:15 143 114
7:30 163 234 19:30 180 109
7:45 180 610 286 938 1548 19:45 124 615 91 432 1047
8:00 145 260 20:00 139 93
8:15 137 231 20:15 102 71
8:30 134 242 20:30 106 83
8:45 132 548 177 910 1458 20:45 99 446 83 330 776
9:00 108 140 21:00 103 76
9:15 105 124 21:15 100 58
9:30 106 135 21:30 84 55
9:45 133 452 149 548 1000 21:45 93 380 58 247 627
10:00 108 137 22:00 72 42
10:15 140 134 22:15 91 45
10:30 111 133 22:30 82 49
10:45 140 499 131 535 1034 22:45 77 322 46 182 504
11:00 145 115 23:00 68 42
11:15 130 161 23:15 54 36
11:30 157 141 23:30 64 29
11:45 159 591 150 567 1158 23:45 64 250 24 131 381
Total Vol. 3772 5708 9480 7779 5669 13448
NB SB Combined
11551 11377 22928
Split % 39.8% 60.2% 41.3% 57.8% 42.2% 58.7%
Peak Hour 7:15 7:45 7:15 16:15 15:15 15:15
Volume 652 1019 1667 1006 822 1688
P.H.F. 0.91 0.89 0.89 0.92 0.80 0.88
Tuesday, February 22, 2022
ADT29 Pepper Ave between Randall Ave and Valley Blvd AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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AM Period NB SB PM Period NB SB
0:00 2 12 12:00 45 65
0:15 4 10 12:15 30 56
0:30 3 8 12:30 33 54
0:45 7 16 4 34 50 12:45 29 137 60 235 372
1:00 5 6 13:00 53 66
1:15 5 9 13:15 39 69
1:30 4 8 13:30 48 84
1:45 2 16 4 27 43 13:45 58 198 91 310 508
2:00 5 9 14:00 46 81
2:15 3 7 14:15 52 92
2:30 3 8 14:30 105 92
2:45 2 13 15 39 52 14:45 81 284 92 357 641
3:00 13 11 15:00 48 75
3:15 16 8 15:15 57 83
3:30 13 19 15:30 74 70
3:45 13 55 18 56 111 15:45 75 254 78 306 560
4:00 18 12 16:00 75 84
4:15 13 37 16:15 63 95
4:30 16 50 16:30 69 84
4:45 14 61 43 142 203 16:45 71 278 84 347 625
5:00 23 38 17:00 67 99
5:15 24 59 17:15 70 88
5:30 33 64 17:30 71 73
5:45 31 111 44 205 316 17:45 74 282 80 340 622
6:00 28 40 18:00 55 68
6:15 26 50 18:15 33 79
6:30 35 61 18:30 44 79
6:45 32 121 51 202 323 18:45 45 177 58 284 461
7:00 34 85 19:00 35 54
7:15 37 100 19:15 25 50
7:30 54 96 19:30 24 55
7:45 62 187 105 386 573 19:45 36 120 44 203 323
8:00 42 69 20:00 28 35
8:15 46 68 20:15 32 37
8:30 35 49 20:30 36 47
8:45 34 157 56 242 399 20:45 25 121 42 161 282
9:00 25 49 21:00 22 37
9:15 39 54 21:15 14 22
9:30 37 43 21:30 19 18
9:45 44 145 69 215 360 21:45 16 71 24 101 172
10:00 45 45 22:00 6 20
10:15 35 52 22:15 23 18
10:30 47 67 22:30 11 28
10:45 41 168 50 214 382 22:45 14 54 13 79 133
11:00 43 45 23:00 8 19
11:15 43 51 23:15 9 11
11:30 46 70 23:30 4 11
11:45 55 187 59 225 412 23:45 8 29 7 48 77
Total Vol. 1237 1987 3224 2005 2771 4776
NB SB Combined
3242 4758 8000
Split % 38.4% 61.6% 40.3% 42.0% 58.0% 59.7%
Peak Hour 7:30 7:00 7:00 14:30 16:15 14:00
Volume 204 386 573 291 362 641
P.H.F. 0.82 0.92 0.86 0.69 0.91 0.81
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT30 Rancho Ave between City Limit and Mill St AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 14 15 12:00 114 107
0:15 19 29 12:15 116 111
0:30 11 23 12:30 103 128
0:45 13 57 21 88 145 12:45 119 452 96 442 894
1:00 9 22 13:00 106 107
1:15 8 22 13:15 136 113
1:30 12 13 13:30 121 167
1:45 14 43 21 78 121 13:45 180 543 156 543 1086
2:00 10 22 14:00 186 129
2:15 16 13 14:15 178 154
2:30 18 15 14:30 192 250
2:45 23 67 10 60 127 14:45 136 692 176 709 1401
3:00 24 6 15:00 171 196
3:15 33 12 15:15 164 162
3:30 47 10 15:30 148 199
3:45 48 152 19 47 199 15:45 134 617 195 752 1369
4:00 50 22 16:00 141 193
4:15 89 15 16:15 147 213
4:30 90 29 16:30 119 200
4:45 93 322 32 98 420 16:45 143 550 173 779 1329
5:00 113 21 17:00 153 171
5:15 132 31 17:15 114 206
5:30 147 43 17:30 131 200
5:45 93 485 57 152 637 17:45 105 503 183 760 1263
6:00 101 34 18:00 111 180
6:15 128 51 18:15 111 144
6:30 164 54 18:30 81 136
6:45 152 545 75 214 759 18:45 87 390 125 585 975
7:00 231 135 19:00 83 118
7:15 227 212 19:15 99 109
7:30 227 139 19:30 81 73
7:45 173 858 127 613 1471 19:45 70 333 110 410 743
8:00 157 97 20:00 79 87
8:15 148 77 20:15 63 95
8:30 96 80 20:30 61 73
8:45 101 502 80 334 836 20:45 46 249 86 341 590
9:00 94 64 21:00 49 73
9:15 97 62 21:15 40 66
9:30 112 68 21:30 48 63
9:45 115 418 68 262 680 21:45 35 172 55 257 429
10:00 88 80 22:00 40 64
10:15 100 67 22:15 40 49
10:30 103 65 22:30 34 40
10:45 112 403 80 292 695 22:45 27 141 40 193 334
11:00 96 91 23:00 30 34
11:15 84 87 23:15 17 41
11:30 117 106 23:30 20 40
11:45 115 412 101 385 797 23:45 19 86 28 143 229
Total Vol. 4264 2623 6887 4728 5914 10642
NB SB Combined
8992 8537 17529
Split % 61.9% 38.1% 39.3% 44.4% 55.6% 60.7%
Peak Hour 7:00 7:00 7:00 13:45 15:45 14:15
Volume 858 613 1471 736 801 1453
P.H.F. 0.93 0.72 0.84 0.96 0.94 0.82
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT31 Rancho Ave between Mill St and Valley Blvd AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 5 6 12:00 45 101
0:15 3 9 12:15 34 74
0:30 9 6 12:30 50 96
0:45 9 26 6 27 53 12:45 51 180 114 385 565
1:00 4 9 13:00 43 85
1:15 6 7 13:15 44 84
1:30 3 3 13:30 44 73
1:45 2 15 6 25 40 13:45 47 178 96 338 516
2:00 5 5 14:00 67 89
2:15 2 5 14:15 42 126
2:30 4 20 14:30 65 129
2:45 3 14 7 37 51 14:45 88 262 112 456 718
3:00 6 12 15:00 81 141
3:15 6 13 15:15 61 143
3:30 7 18 15:30 69 146
3:45 5 24 17 60 84 15:45 73 284 159 589 873
4:00 5 26 16:00 74 177
4:15 12 31 16:15 80 152
4:30 27 49 16:30 83 192
4:45 35 79 58 164 243 16:45 70 307 169 690 997
5:00 34 54 17:00 70 181
5:15 41 63 17:15 66 178
5:30 68 75 17:30 79 188
5:45 55 198 86 278 476 17:45 69 284 137 684 968
6:00 53 63 18:00 60 124
6:15 81 100 18:15 55 89
6:30 81 109 18:30 59 89
6:45 53 268 138 410 678 18:45 35 209 55 357 566
7:00 78 129 19:00 44 44
7:15 116 163 19:15 24 63
7:30 92 150 19:30 22 49
7:45 108 394 169 611 1005 19:45 29 119 44 200 319
8:00 81 144 20:00 17 33
8:15 55 139 20:15 20 24
8:30 59 69 20:30 17 41
8:45 51 246 66 418 664 20:45 22 76 20 118 194
9:00 39 64 21:00 18 33
9:15 27 44 21:15 22 28
9:30 30 53 21:30 20 38
9:45 36 132 43 204 336 21:45 13 73 20 119 192
10:00 33 43 22:00 11 11
10:15 47 64 22:15 13 21
10:30 26 45 22:30 7 23
10:45 40 146 46 198 344 22:45 20 51 21 76 127
11:00 33 36 23:00 13 18
11:15 33 48 23:15 13 11
11:30 39 70 23:30 8 15
11:45 39 144 69 223 367 23:45 8 42 8 52 94
Total Vol. 1686 2655 4341 2065 4064 6129
NB SB Combined
3751 6719 10470
Split % 38.8% 61.2% 41.5% 33.7% 66.3% 58.5%
Peak Hour 7:15 7:15 7:15 15:45 16:30 16:30
Volume 397 626 1023 310 720 1009
P.H.F. 0.86 0.93 0.92 0.93 0.94 0.92
Wednesday, February 23, 2022
ADT32 Rancho Ave between Agua Mansa Rd and La Cadena Dra AimTD 714 253 7888 [email protected] Daily Totals
AM PM

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AM Period NB SB PM Period NB SB
0:00 19 12 12:00 83 132
0:15 22 20 12:15 77 99
0:30 24 8 12:30 90 115
0:45 14 79 8 48 127 12:45 86 336 147 493 829
1:00 20 8 13:00 80 119
1:15 25 10 13:15 96 116
1:30 12 6 13:30 134 111
1:45 11 68 19 43 111 13:45 108 418 140 486 904
2:00 14 18 14:00 123 126
2:15 19 18 14:15 114 170
2:30 95 26 14:30 160 167
2:45 23 151 31 93 244 14:45 179 576 182 645 1221
3:00 17 27 15:00 163 171
3:15 14 27 15:15 144 194
3:30 10 40 15:30 199 192
3:45 3 44 55 149 193 15:45 182 688 222 779 1467
4:00 21 49 16:00 179 198
4:15 17 87 16:15 172 189
4:30 35 147 16:30 161 204
4:45 31 104 151 434 538 16:45 148 660 209 800 1460
5:00 45 88 17:00 146 213
5:15 56 105 17:15 158 209
5:30 80 124 17:30 160 207
5:45 82 263 169 486 749 17:45 153 617 163 792 1409
6:00 73 117 18:00 110 147
6:15 117 150 18:15 92 92
6:30 122 193 18:30 100 95
6:45 150 462 210 670 1132 18:45 65 367 62 396 763
7:00 203 178 19:00 70 54
7:15 260 216 19:15 45 69
7:30 193 206 19:30 44 58
7:45 161 817 245 845 1662 19:45 53 212 58 239 451
8:00 180 179 20:00 38 44
8:15 97 178 20:15 36 34
8:30 93 103 20:30 41 45
8:45 94 464 106 566 1030 20:45 34 149 29 152 301
9:00 55 97 21:00 29 36
9:15 57 94 21:15 29 38
9:30 78 113 21:30 28 46
9:45 57 247 90 394 641 21:45 24 110 22 142 252
10:00 54 87 22:00 35 20
10:15 69 94 22:15 19 24
10:30 60 74 22:30 20 26
10:45 73 256 89 344 600 22:45 28 102 25 95 197
11:00 61 83 23:00 19 19
11:15 71 68 23:15 40 18
11:30 54 104 23:30 27 20
11:45 67 253 95 350 603 23:45 20 106 14 71 177
Total Vol. 3208 4422 7630 4341 5090 9431
NB SB Combined
7549 9512 17061
Split % 42.0% 58.0% 44.7% 46.0% 54.0% 55.3%
Peak Hour 7:00 7:15 7:00 15:30 16:45 15:30
Volume 817 846 1662 732 838 1533
P.H.F. 0.79 0.86 0.87 0.92 0.98 0.95
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT33 Rancho Ave between Valley Blvd and Agua Mansa Rd AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 27 18 12:00 173 161
0:15 25 6 12:15 172 193
0:30 16 9 12:30 167 185
0:45 16 84 8 41 125 12:45 161 673 195 734 1407
1:00 16 9 13:00 187 244
1:15 10 7 13:15 205 222
1:30 17 8 13:30 199 238
1:45 14 57 11 35 92 13:45 210 801 225 929 1730
2:00 10 5 14:00 248 249
2:15 12 12 14:15 234 200
2:30 12 10 14:30 295 283
2:45 12 46 11 38 84 14:45 311 1088 256 988 2076
3:00 11 13 15:00 336 274
3:15 6 19 15:15 312 279
3:30 8 28 15:30 273 315
3:45 8 33 31 91 124 15:45 336 1257 285 1153 2410
4:00 7 24 16:00 330 298
4:15 12 44 16:15 348 205
4:30 14 77 16:30 335 294
4:45 22 55 83 228 283 16:45 246 1259 282 1079 2338
5:00 16 93 17:00 323 226
5:15 29 109 17:15 331 289
5:30 36 160 17:30 315 261
5:45 43 124 220 582 706 17:45 331 1300 230 1006 2306
6:00 55 244 18:00 345 199
6:15 62 291 18:15 282 188
6:30 90 301 18:30 323 126
6:45 95 302 400 1236 1538 18:45 245 1195 128 641 1836
7:00 117 371 19:00 238 116
7:15 123 348 19:15 222 105
7:30 139 302 19:30 194 85
7:45 134 513 327 1348 1861 19:45 185 839 57 363 1202
8:00 149 316 20:00 134 62
8:15 134 312 20:15 127 64
8:30 137 295 20:30 108 50
8:45 162 582 310 1233 1815 20:45 101 470 68 244 714
9:00 138 378 21:00 91 39
9:15 93 340 21:15 92 50
9:30 119 263 21:30 74 45
9:45 94 444 230 1211 1655 21:45 72 329 46 180 509
10:00 102 231 22:00 50 43
10:15 111 180 22:15 72 23
10:30 141 171 22:30 65 47
10:45 158 512 201 783 1295 22:45 51 238 31 144 382
11:00 134 184 23:00 53 25
11:15 166 166 23:15 47 16
11:30 139 177 23:30 38 19
11:45 164 603 150 677 1280 23:45 26 164 15 75 239
Total Vol. 3355 7503 10858 9613 7536 17149
NB SB Combined
12968 15039 28007
Split % 30.9% 69.1% 38.8% 56.1% 43.9% 61.2%
Peak Hour 11:45 6:45 6:45 15:45 15:15 15:45
Volume 676 1421 1895 1349 1177 2431
P.H.F. 0.98 0.89 0.96 0.97 0.93 0.97
Daily Totals
AM PM
Thursday, February 24, 2022
ADT34 Reche Canyon Rd between W ashington St and City Limits AimTD 714 253 7888 [email protected]

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AM Period NB SB PM Period NB SB
0:00 57 68 12:00 121 126
0:15 41 50 12:15 131 138
0:30 34 64 12:30 122 148
0:45 40 172 54 236 408 12:45 121 495 141 553 1048
1:00 35 38 13:00 125 141
1:15 25 32 13:15 123 154
1:30 45 49 13:30 143 200
1:45 33 138 32 151 289 13:45 133 524 184 679 1203
2:00 35 24 14:00 129 187
2:15 31 31 14:15 149 197
2:30 31 54 14:30 163 247
2:45 57 154 31 140 294 14:45 165 606 252 883 1489
3:00 36 34 15:00 158 198
3:15 44 37 15:15 162 179
3:30 61 53 15:30 175 296
3:45 75 216 46 170 386 15:45 172 667 268 941 1608
4:00 69 57 16:00 166 284
4:15 80 65 16:15 180 224
4:30 125 66 16:30 155 318
4:45 128 402 82 270 672 16:45 182 683 293 1119 1802
5:00 99 87 17:00 191 261
5:15 139 109 17:15 181 279
5:30 150 117 17:30 200 224
5:45 193 581 126 439 1020 17:45 233 805 225 989 1794
6:00 107 127 18:00 159 245
6:15 131 135 18:15 140 196
6:30 187 140 18:30 150 167
6:45 213 638 168 570 1208 18:45 140 589 187 795 1384
7:00 162 164 19:00 139 129
7:15 132 188 19:15 121 161
7:30 164 143 19:30 100 158
7:45 176 634 225 720 1354 19:45 76 436 117 565 1001
8:00 149 182 20:00 59 86
8:15 157 203 20:15 78 90
8:30 147 165 20:30 61 85
8:45 121 574 154 704 1278 20:45 59 257 74 335 592
9:00 124 181 21:00 57 48
9:15 131 138 21:15 58 67
9:30 125 117 21:30 73 69
9:45 145 525 129 565 1090 21:45 64 252 61 245 497
10:00 128 142 22:00 47 60
10:15 130 127 22:15 43 63
10:30 180 150 22:30 54 71
10:45 158 596 142 561 1157 22:45 46 190 60 254 444
11:00 114 136 23:00 44 52
11:15 114 125 23:15 45 59
11:30 138 147 23:30 41 63
11:45 144 510 129 537 1047 23:45 65 195 48 222 417
Total Vol. 5140 5063 10203 5699 7580 13279
NB SB Combined
10839 12643 23482
Split % 50.4% 49.6% 43.5% 42.9% 57.1% 56.5%
Peak Hour 6:30 7:45 7:45 17:00 16:30 16:30
Volume 694 775 1404 805 1151 1860
P.H.F. 0.81 0.86 0.88 0.86 0.90 0.98
Daily Totals
AM PM
Thursday, February 24, 2022
ADT35 Riverside Ave between Agua Mansa Rd and Placentia Ln AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 5 4 12:00 12 24
0:15 5 2 12:15 14 13
0:30 1 1 12:30 17 12
0:45 3 14 0 7 21 12:45 12 55 19 68 123
1:00 4 2 13:00 20 20
1:15 3 0 13:15 11 20
1:30 1 0 13:30 11 14
1:45 3 11 0 2 13 13:45 22 64 18 72 136
2:00 2 0 14:00 11 16
2:15 1 0 14:15 18 22
2:30 0 1 14:30 16 16
2:45 1 4 1 2 6 14:45 21 66 12 66 132
3:00 3 1 15:00 15 19
3:15 2 0 15:15 17 12
3:30 4 4 15:30 17 13
3:45 1 10 3 8 18 15:45 18 67 16 60 127
4:00 2 4 16:00 17 15
4:15 1 4 16:15 18 11
4:30 1 7 16:30 17 14
4:45 3 7 5 20 27 16:45 21 73 12 52 125
5:00 0 4 17:00 12 20
5:15 2 11 17:15 18 17
5:30 3 14 17:30 23 10
5:45 2 7 9 38 45 17:45 19 72 13 60 132
6:00 6 10 18:00 16 8
6:15 1 14 18:15 13 5
6:30 4 9 18:30 13 13
6:45 3 14 16 49 63 18:45 17 59 10 36 95
7:00 0 20 19:00 13 9
7:15 5 20 19:15 17 9
7:30 13 19 19:30 7 7
7:45 18 36 16 75 111 19:45 8 45 6 31 76
8:00 17 17 20:00 12 7
8:15 10 11 20:15 8 4
8:30 16 16 20:30 12 6
8:45 15 58 16 60 118 20:45 12 44 8 25 69
9:00 9 10 21:00 11 8
9:15 6 10 21:15 8 1
9:30 7 7 21:30 5 5
9:45 12 34 7 34 68 21:45 4 28 6 20 48
10:00 8 14 22:00 9 3
10:15 14 11 22:15 5 3
10:30 3 14 22:30 7 3
10:45 10 35 15 54 89 22:45 5 26 4 13 39
11:00 10 15 23:00 1 0
11:15 11 18 23:15 2 2
11:30 6 20 23:30 4 0
11:45 17 44 13 66 110 23:45 2 9 3 5 14
Total Vol. 274 415 689 608 508 1116
EB WB Combined
882 923 1805
Split % 39.8% 60.2% 38.2% 54.5% 45.5% 61.8%
Peak Hour 7:45 6:45 7:15 17:15 12:45 13:45
Volume 61 75 125 76 73 139
P.H.F. 0.85 0.94 0.92 0.83 0.91 0.87
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT36 Rv Center Dr between 600 E W ashington St and 1000 E W ashington St AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 9 0 12:00 48 42
0:15 7 3 12:15 60 50
0:30 4 2 12:30 52 49
0:45 6 26 1 6 32 12:45 52 212 37 178 390
1:00 5 5 13:00 68 50
1:15 3 0 13:15 54 43
1:30 6 0 13:30 47 37
1:45 3 17 0 5 22 13:45 70 239 38 168 407
2:00 4 2 14:00 91 62
2:15 2 1 14:15 70 49
2:30 3 1 14:30 56 57
2:45 5 14 2 6 20 14:45 51 268 62 230 498
3:00 4 2 15:00 72 66
3:15 2 1 15:15 73 63
3:30 3 3 15:30 67 56
3:45 9 18 6 12 30 15:45 75 287 43 228 515
4:00 6 2 16:00 78 52
4:15 4 4 16:15 75 54
4:30 7 9 16:30 71 72
4:45 13 30 12 27 57 16:45 64 288 44 222 510
5:00 7 10 17:00 90 52
5:15 6 13 17:15 76 50
5:30 12 7 17:30 74 53
5:45 15 40 11 41 81 17:45 67 307 49 204 511
6:00 15 12 18:00 73 36
6:15 12 12 18:15 54 30
6:30 17 16 18:30 63 34
6:45 26 70 24 64 134 18:45 44 234 28 128 362
7:00 35 22 19:00 44 47
7:15 47 44 19:15 33 25
7:30 65 56 19:30 43 27
7:45 71 218 65 187 405 19:45 28 148 16 115 263
8:00 51 61 20:00 30 31
8:15 35 40 20:15 39 15
8:30 44 43 20:30 30 21
8:45 36 166 28 172 338 20:45 24 123 16 83 206
9:00 40 36 21:00 20 20
9:15 37 29 21:15 20 20
9:30 35 33 21:30 19 13
9:45 24 136 35 133 269 21:45 27 86 16 69 155
10:00 46 29 22:00 19 8
10:15 47 35 22:15 15 4
10:30 43 37 22:30 12 7
10:45 35 171 29 130 301 22:45 11 57 12 31 88
11:00 32 30 23:00 12 5
11:15 41 26 23:15 5 8
11:30 48 33 23:30 13 9
11:45 61 182 44 133 315 23:45 5 35 3 25 60
Total Vol. 1088 916 2004 2284 1681 3965
EB WB Combined
3372 2597 5969
Split % 54.3% 45.7% 33.6% 57.6% 42.4% 66.4%
Peak Hour 7:15 7:15 7:15 17:00 14:30 16:15
Volume 234 226 460 307 248 522
P.H.F. 0.82 0.87 0.85 0.85 0.94 0.91
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT37 San Bernardino Ave between Pepper Ave and Meridian Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 8 12 12:00 59 74
0:15 4 16 12:15 68 90
0:30 10 13 12:30 83 82
0:45 3 25 14 55 80 12:45 67 277 81 327 604
1:00 9 7 13:00 70 78
1:15 4 4 13:15 55 117
1:30 2 6 13:30 78 83
1:45 5 20 5 22 42 13:45 78 281 101 379 660
2:00 5 8 14:00 102 123
2:15 4 3 14:15 119 119
2:30 4 6 14:30 81 87
2:45 7 20 7 24 44 14:45 97 399 100 429 828
3:00 5 4 15:00 97 125
3:15 6 3 15:15 136 110
3:30 10 5 15:30 123 119
3:45 4 25 5 17 42 15:45 99 455 125 479 934
4:00 6 9 16:00 91 119
4:15 11 15 16:15 96 112
4:30 24 14 16:30 112 130
4:45 19 60 22 60 120 16:45 106 405 98 459 864
5:00 21 19 17:00 111 123
5:15 22 17 17:15 89 130
5:30 14 35 17:30 108 111
5:45 21 78 33 104 182 17:45 113 421 93 457 878
6:00 21 36 18:00 73 109
6:15 26 35 18:15 53 99
6:30 37 48 18:30 67 92
6:45 41 125 60 179 304 18:45 68 261 80 380 641
7:00 51 64 19:00 79 77
7:15 66 82 19:15 46 64
7:30 115 106 19:30 55 63
7:45 117 349 121 373 722 19:45 48 228 61 265 493
8:00 114 120 20:00 56 69
8:15 97 82 20:15 38 64
8:30 91 86 20:30 46 46
8:45 67 369 70 358 727 20:45 42 182 43 222 404
9:00 68 65 21:00 27 38
9:15 59 57 21:15 39 42
9:30 55 62 21:30 32 46
9:45 58 240 68 252 492 21:45 38 136 41 167 303
10:00 59 68 22:00 21 43
10:15 56 78 22:15 20 29
10:30 59 72 22:30 11 27
10:45 53 227 63 281 508 22:45 19 71 32 131 202
11:00 59 64 23:00 14 22
11:15 59 66 23:15 13 21
11:30 77 83 23:30 8 16
11:45 66 261 86 299 560 23:45 10 45 10 69 114
Total Vol. 1799 2024 3823 3161 3764 6925
EB WB Combined
4960 5788 10748
Split % 47.1% 52.9% 35.6% 45.6% 54.4% 64.4%
Peak Hour 7:30 7:15 7:30 15:00 15:45 15:00
Volume 443 429 872 455 486 934
P.H.F. 0.95 0.89 0.92 0.84 0.93 0.95
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT38 San Bernardino Ave between Sycamore Ave and Pepper Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 13 4 12:00 83 74
0:15 8 8 12:15 77 83
0:30 9 5 12:30 80 78
0:45 10 40 6 23 63 12:45 84 324 89 324 648
1:00 7 4 13:00 73 84
1:15 4 8 13:15 80 83
1:30 12 8 13:30 82 82
1:45 3 26 6 26 52 13:45 98 333 77 326 659
2:00 6 6 14:00 86 98
2:15 4 6 14:15 91 86
2:30 9 3 14:30 135 113
2:45 8 27 7 22 49 14:45 123 435 90 387 822
3:00 7 8 15:00 118 93
3:15 14 7 15:15 102 99
3:30 7 15 15:30 97 122
3:45 12 40 5 35 75 15:45 121 438 109 423 861
4:00 8 10 16:00 109 116
4:15 14 10 16:15 117 111
4:30 20 22 16:30 110 99
4:45 18 60 20 62 122 16:45 121 457 105 431 888
5:00 16 8 17:00 103 111
5:15 13 13 17:15 109 102
5:30 35 26 17:30 108 89
5:45 34 98 29 76 174 17:45 87 407 77 379 786
6:00 36 30 18:00 62 78
6:15 46 32 18:15 76 82
6:30 49 31 18:30 45 52
6:45 38 169 54 147 316 18:45 44 227 54 266 493
7:00 54 69 19:00 54 40
7:15 76 40 19:15 42 41
7:30 75 66 19:30 45 43
7:45 72 277 78 253 530 19:45 33 174 36 160 334
8:00 63 68 20:00 24 28
8:15 66 53 20:15 29 25
8:30 82 61 20:30 30 29
8:45 60 271 57 239 510 20:45 26 109 30 112 221
9:00 72 61 21:00 34 26
9:15 48 53 21:15 29 19
9:30 58 53 21:30 23 28
9:45 75 253 40 207 460 21:45 15 101 20 93 194
10:00 54 77 22:00 15 13
10:15 54 59 22:15 23 17
10:30 52 62 22:30 14 22
10:45 63 223 57 255 478 22:45 13 65 22 74 139
11:00 58 60 23:00 12 22
11:15 57 65 23:15 9 16
11:30 83 54 23:30 14 18
11:45 73 271 73 252 523 23:45 11 46 16 72 118
Total Vol. 1755 1597 3352 3116 3047 6163
EB WB Combined
4871 4644 9515
Split % 52.4% 47.6% 35.2% 50.6% 49.4% 64.8%
Peak Hour 11:30 11:45 11:45 14:30 15:30 15:30
Volume 316 308 621 478 458 902
P.H.F. 0.95 0.93 0.97 0.89 0.94 0.98
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT39 Valley Blvd between City Limits and Pepper AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 9 12 12:00 103 89
0:15 6 8 12:15 81 89
0:30 7 8 12:30 90 84
0:45 8 30 9 37 67 12:45 76 350 95 357 707
1:00 7 9 13:00 83 73
1:15 2 4 13:15 93 69
1:30 10 8 13:30 84 81
1:45 6 25 3 24 49 13:45 86 346 85 308 654
2:00 5 8 14:00 107 93
2:15 2 2 14:15 130 96
2:30 5 4 14:30 121 126
2:45 6 18 5 19 37 14:45 131 489 121 436 925
3:00 10 10 15:00 107 124
3:15 4 6 15:15 128 86
3:30 8 9 15:30 164 87
3:45 11 33 7 32 65 15:45 133 532 111 408 940
4:00 14 14 16:00 152 108
4:15 13 15 16:15 137 85
4:30 24 28 16:30 158 120
4:45 26 77 22 79 156 16:45 136 583 111 424 1007
5:00 17 22 17:00 136 109
5:15 18 37 17:15 149 112
5:30 43 55 17:30 134 123
5:45 37 115 86 200 315 17:45 110 529 138 482 1011
6:00 46 39 18:00 97 90
6:15 39 65 18:15 130 76
6:30 50 79 18:30 73 88
6:45 77 212 91 274 486 18:45 80 380 83 337 717
7:00 69 82 19:00 61 69
7:15 91 108 19:15 66 65
7:30 91 117 19:30 88 55
7:45 100 351 88 395 746 19:45 52 267 51 240 507
8:00 86 75 20:00 56 51
8:15 94 63 20:15 31 44
8:30 64 89 20:30 37 53
8:45 91 335 89 316 651 20:45 22 146 28 176 322
9:00 82 71 21:00 33 37
9:15 84 60 21:15 28 37
9:30 64 82 21:30 31 29
9:45 60 290 84 297 587 21:45 22 114 33 136 250
10:00 88 50 22:00 27 27
10:15 77 81 22:15 26 30
10:30 82 58 22:30 26 24
10:45 78 325 63 252 577 22:45 19 98 29 110 208
11:00 65 69 23:00 20 16
11:15 81 55 23:15 33 16
11:30 83 85 23:30 20 17
11:45 73 302 67 276 578 23:45 15 88 10 59 147
Total Vol. 2113 2201 4314 3922 3473 7395
EB WB Combined
6035 5674 11709
Split % 49.0% 51.0% 36.8% 53.0% 47.0% 63.2%
Peak Hour 7:30 6:45 7:15 15:30 17:00 16:30
Volume 371 398 756 586 482 1031
P.H.F. 0.93 0.85 0.91 0.89 0.87 0.93
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT40 Valley Blvd between Pepper Ave and Rancho Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 5 6 12:00 87 88
0:15 9 5 12:15 86 66
0:30 8 6 12:30 87 74
0:45 11 33 4 21 54 12:45 88 348 81 309 657
1:00 7 3 13:00 99 72
1:15 7 4 13:15 65 65
1:30 3 4 13:30 96 82
1:45 6 23 4 15 38 13:45 90 350 85 304 654
2:00 3 4 14:00 102 102
2:15 2 6 14:15 105 98
2:30 5 3 14:30 128 104
2:45 5 15 4 17 32 14:45 129 464 116 420 884
3:00 6 6 15:00 105 120
3:15 4 3 15:15 131 111
3:30 2 4 15:30 122 129
3:45 3 15 5 18 33 15:45 120 478 114 474 952
4:00 7 13 16:00 127 121
4:15 5 10 16:15 103 107
4:30 6 21 16:30 114 119
4:45 20 38 18 62 100 16:45 132 476 121 468 944
5:00 8 14 17:00 116 121
5:15 16 26 17:15 115 139
5:30 18 25 17:30 99 121
5:45 23 65 21 86 151 17:45 86 416 108 489 905
6:00 21 32 18:00 79 78
6:15 36 30 18:15 87 52
6:30 40 50 18:30 80 48
6:45 50 147 56 168 315 18:45 66 312 48 226 538
7:00 74 91 19:00 60 46
7:15 96 89 19:15 51 37
7:30 63 54 19:30 27 36
7:45 83 316 101 335 651 19:45 42 180 34 153 333
8:00 90 85 20:00 43 18
8:15 65 86 20:15 37 27
8:30 85 86 20:30 30 20
8:45 75 315 58 315 630 20:45 31 141 29 94 235
9:00 64 67 21:00 40 18
9:15 75 52 21:15 32 22
9:30 80 56 21:30 21 16
9:45 74 293 62 237 530 21:45 16 109 18 74 183
10:00 69 66 22:00 22 15
10:15 74 60 22:15 20 8
10:30 68 71 22:30 11 6
10:45 81 292 85 282 574 22:45 12 65 11 40 105
11:00 97 70 23:00 8 6
11:15 89 79 23:15 14 11
11:30 67 68 23:30 10 12
11:45 78 331 59 276 607 23:45 10 42 6 35 77
Total Vol. 1883 1832 3715 3381 3086 6467
EB WB Combined
5264 4918 10182
Split % 50.7% 49.3% 36.5% 52.3% 47.7% 63.5%
Peak Hour 11:45 7:45 7:45 15:15 16:45 16:30
Volume 338 358 681 500 502 977
P.H.F. 0.97 0.89 0.93 0.95 0.90 0.96
Daily Totals
AM PM
Tuesday, February 22, 2022
ADT41 Valley Blvd between Rancho Ave and Mount Vernon Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 5 13 12:00 35 31
0:15 7 14 12:15 47 32
0:30 3 6 12:30 33 42
0:45 4 19 6 39 58 12:45 37 152 37 142 294
1:00 1 5 13:00 24 48
1:15 5 6 13:15 32 38
1:30 3 7 13:30 36 41
1:45 3 12 4 22 34 13:45 39 131 30 157 288
2:00 5 1 14:00 40 39
2:15 5 9 14:15 42 40
2:30 3 4 14:30 37 35
2:45 5 18 5 19 37 14:45 30 149 32 146 295
3:00 5 3 15:00 32 39
3:15 6 4 15:15 26 44
3:30 12 2 15:30 28 57
3:45 14 37 7 16 53 15:45 37 123 40 180 303
4:00 9 2 16:00 30 33
4:15 11 3 16:15 28 56
4:30 22 1 16:30 20 41
4:45 12 54 6 12 66 16:45 40 118 38 168 286
5:00 10 4 17:00 44 62
5:15 21 9 17:15 27 37
5:30 35 5 17:30 23 42
5:45 26 92 8 26 118 17:45 34 128 55 196 324
6:00 19 11 18:00 43 51
6:15 27 6 18:15 34 53
6:30 29 12 18:30 32 42
6:45 38 113 7 36 149 18:45 20 129 45 191 320
7:00 53 18 19:00 25 32
7:15 74 17 19:15 23 40
7:30 50 31 19:30 20 41
7:45 43 220 32 98 318 19:45 25 93 28 141 234
8:00 31 33 20:00 13 27
8:15 35 28 20:15 18 30
8:30 23 27 20:30 22 30
8:45 19 108 27 115 223 20:45 19 72 28 115 187
9:00 27 26 21:00 17 32
9:15 28 15 21:15 14 18
9:30 32 26 21:30 13 27
9:45 31 118 27 94 212 21:45 11 55 20 97 152
10:00 36 29 22:00 12 20
10:15 35 21 22:15 6 14
10:30 28 21 22:30 8 14
10:45 31 130 24 95 225 22:45 12 38 11 59 97
11:00 32 35 23:00 12 11
11:15 40 22 23:15 10 14
11:30 27 29 23:30 2 13
11:45 30 129 24 110 239 23:45 7 31 10 48 79
Total Vol. 1050 682 1732 1219 1640 2859
EB WB Combined
2269 2322 4591
Split % 60.6% 39.4% 37.7% 42.6% 57.4% 62.3%
Peak Hour 7:00 11:45 7:00 13:45 17:30 17:45
Volume 220 129 318 158 201 344
P.H.F. 0.74 0.77 0.87 0.94 0.91 0.91
Daily Totals
AM PM
Wednesday, February 23, 2022
ADT42 W ashington St between W est End and Mt Vernon Ave AimTD 714 253 7888 [email protected]

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AM Period EB WB PM Period EB WB
0:00 16 15 12:00 171 194
0:15 19 25 12:15 176 175
0:30 15 24 12:30 203 168
0:45 13 63 14 78 141 12:45 193 743 164 701 1444
1:00 16 22 13:00 212 171
1:15 23 11 13:15 191 167
1:30 16 8 13:30 197 192
1:45 14 69 16 57 126 13:45 204 804 181 711 1515
2:00 11 8 14:00 211 214
2:15 9 14 14:15 225 215
2:30 12 17 14:30 198 181
2:45 13 45 21 60 105 14:45 192 826 196 806 1632
3:00 23 14 15:00 211 189
3:15 13 17 15:15 203 213
3:30 13 23 15:30 186 189
3:45 21 70 26 80 150 15:45 210 810 196 787 1597
4:00 38 27 16:00 178 183
4:15 39 44 16:15 208 196
4:30 48 56 16:30 229 214
4:45 59 184 52 179 363 16:45 234 849 239 832 1681
5:00 87 78 17:00 266 201
5:15 108 81 17:15 223 190
5:30 103 91 17:30 213 207
5:45 123 421 125 375 796 17:45 184 886 203 801 1687
6:00 135 135 18:00 178 155
6:15 145 133 18:15 154 180
6:30 203 198 18:30 156 167
6:45 262 745 221 687 1432 18:45 140 628 133 635 1263
7:00 287 224 19:00 121 136
7:15 276 244 19:15 111 138
7:30 242 228 19:30 94 144
7:45 213 1018 207 903 1921 19:45 85 411 130 548 959
8:00 220 247 20:00 81 117
8:15 238 214 20:15 74 96
8:30 204 211 20:30 62 108
8:45 225 887 183 855 1742 20:45 71 288 95 416 704
9:00 242 223 21:00 48 72
9:15 183 151 21:15 37 64
9:30 187 166 21:30 43 72
9:45 167 779 152 692 1471 21:45 38 166 63 271 437
10:00 145 164 22:00 42 41
10:15 173 153 22:15 34 47
10:30 167 153 22:30 34 45
10:45 162 647 148 618 1265 22:45 22 132 36 169 301
11:00 167 145 23:00 26 37
11:15 172 155 23:15 14 28
11:30 199 168 23:30 12 47
11:45 158 696 141 609 1305 23:45 20 72 30 142 214
Total Vol. 5624 5193 10817 6615 6819 13434
EB WB Combined
12239 12012 24251
Split % 52.0% 48.0% 44.6% 49.2% 50.8% 55.4%
Peak Hour 6:45 7:15 6:45 16:30 16:15 16:30
Volume 1067 926 1984 952 850 1796
P.H.F. 0.93 0.94 0.95 0.89 0.89 0.95
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT43 W ashington St between Mt Vernon and Reche Canyon AimTD 714 253 7888 [email protected]

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CITY: Colton PROJECT:

AM Period EB WB PM Period EB WB
0:00 13 31 12:00 171 184
0:15 15 20 12:15 203 195
0:30 8 21 12:30 209 202
0:45 5 41 22 94 135 12:45 199 782 177 758 1540
1:00 7 21 13:00 205 157
1:15 7 8 13:15 209 165
1:30 9 13 13:30 238 200
1:45 10 33 18 60 93 13:45 215 867 198 720 1587
2:00 10 5 14:00 205 173
2:15 8 6 14:15 207 203
2:30 8 13 14:30 239 220
2:45 10 36 5 29 65 14:45 228 879 203 799 1678
3:00 9 14 15:00 205 210
3:15 15 7 15:15 250 245
3:30 23 7 15:30 226 304
3:45 23 70 16 44 114 15:45 246 927 253 1012 1939
4:00 22 18 16:00 197 283
4:15 44 27 16:15 223 253
4:30 49 18 16:30 212 190
4:45 54 169 25 88 257 16:45 227 859 229 955 1814
5:00 48 38 17:00 253 202
5:15 81 35 17:15 197 121
5:30 147 51 17:30 229 193
5:45 185 461 52 176 637 17:45 241 920 222 738 1658
6:00 184 53 18:00 234 211
6:15 220 76 18:15 236 234
6:30 271 116 18:30 179 197
6:45 271 946 134 379 1325 18:45 130 779 175 817 1596
7:00 286 162 19:00 112 173
7:15 323 162 19:15 102 184
7:30 357 216 19:30 98 171
7:45 369 1335 208 748 2083 19:45 82 394 140 668 1062
8:00 306 221 20:00 108 151
8:15 272 172 20:15 66 111
8:30 261 175 20:30 60 100
8:45 268 1107 187 755 1862 20:45 70 304 106 468 772
9:00 229 175 21:00 53 101
9:15 209 164 21:15 54 67
9:30 205 163 21:30 48 61
9:45 203 846 195 697 1543 21:45 45 200 78 307 507
10:00 203 185 22:00 42 61
10:15 196 186 22:15 51 48
10:30 186 165 22:30 34 58
10:45 179 764 169 705 1469 22:45 44 171 40 207 378
11:00 180 159 23:00 24 48
11:15 190 177 23:15 25 40
11:30 178 179 23:30 23 62
11:45 174 722 202 717 1439 23:45 15 87 31 181 268
Total Vol. 6530 4492 11022 7169 7630 14799
EB WB Combined
13699 12122 25821
Split % 59.2% 40.8% 42.7% 48.4% 51.6% 57.3%
Peak Hour 7:15 7:30 7:15 17:30 15:30 15:15
Volume 1355 817 2162 940 1093 2004
P.H.F. 0.92 0.92 0.94 0.98 0.90 0.95
Daily Totals
AM PM
Tuesday, February 15, 2022
ADT44 W ashington St between Reche Canyon and W aterman Ave AimTD 714 253 7888 [email protected]

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November 22, 2022
Prepared by:

TJW ENGINEERING, INC.
9841 Irvine Center Drive, Suite 200
Irvine, CA 92618
949.878.3509 | www.tjwengineering.com

CITY OF HEMET
Engineering Department
Request for Proposal
Engineering and Traffic Survey

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November 22, 2022
Noah Rau, PE
Public Works Director/City Engineer
City of Hemet, Engineering Department
445 E. Florida Avenue
Hemet, CA 95243
SUBJECT: TJW ENGINEERING, INC. TECHNICAL AND COST PROPOSAL FOR CITYWIDE ENGINEERING AND TRAFFIC SURVEY Dear Noah Rau, PE,
To address and support the specific needs of the City of Hemet, TJW Engineering, Inc. (TJW) understands that the City requires a consultant partner that can provide comprehensive services dedicated and in support of the City’s specific needs. TJW is a SBE consulting firm with a highly qualified team of management and technical staff that aims to provide exceptional service for agencies and the public they serve. Our team consists of quality professionals who are committed to quickly respond to your needs and is excited to partner with you to support your City. To help facilitate our services, we will be designating Mr. Thomas J. Wheat, PE, TE as Principal-in-charge. Mr. Wheat has more than 26 years of experience providing management of planning and design services for transportation and traffic engineering projects, and understands the key requirements, standards and principles associated with such projects. Mr. Gene Kim, PE, TE will serve as Project Manager for this project. He has more than 16 years of traffic design, transportation planning and municipal traffic engineering experience. With a recent tenure as a City Traffic Engineer, he brings an understanding of the subtle nuances associated with executing municipal traffic engineering projects for communities.

In response to the City of Hemet RFP Engineering and Traffic Survey, TJW is pleased to submit our qualifications demonstrating our ability to perform the requested duties. Our qualifications, key personnel, relevant experience, quality assurance/ quality control plan, references and fee schedule are presented herein and follow the required guidelines as outlined in the City’s RFP document.

This letter is signed by Thomas J. Wheat, PE, TE, who has the authority to sign and bind TJW Engineering, Inc. to all the commitments provided herein. We have also read, understood and agreed to all the statements in this request for proposal and acknowledge receipt of all addenda and amendments as to the terms, conditions and attachments referenced. TJW’s proposal terms shall remain in effect for ninety (90) days following the proposal submittal date.

We would like to thank you for the opportunity to showcase our experience and capabilities to the City of Hemet. We look forward to serving the City to achieve its goals and objectives. If you have any questions, please contact me via phone at (949) 956-8320, or electronically at [email protected].

Sincerely,
Thomas J. Wheat, PE, TE
TJW Engineering, Inc.

Owner, Principal-in-charge

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TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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Statement of Qualifications
TJW Engineering Inc. Statement of Qualifications
1 FIRM PROFILE
Established in 2010, TJW, a California Corporation,
is a Small Business Enterprise (SBE) consulting firm
that specializes in traffic engineering and
transportation planning services. Our team of 13
employees, located in California and Idaho, is
comprised of experienced engineers, planners and
staff that have extensive knowledge of standards,
specifications, and guidelines. Through our project
experience, we can effectively provide thorough
and comprehensive services for innovative traffic
engineering and transportation planning solutions
to meet the needs of our clients, stakeholders and
the community.

At TJW, we pride ourselves on the importance of producing quality work and we believe that continuously producing quality products is the main reason clients have continued to return to TJW for our services for the past 12 years. It is our belief that excellence consists of more than just a turnkey product that is one dimensional; we strive to ensure that the product we provide is the best solution for that project, for that client, and for that agency. In our line of transportation planning and traffic engineering design work, there’s an extraordinary amount of time working and coordinating with leaders of different organizations so it’s imperative that we are all on the same page. Here are our 4 A’s to success that define our core characteristics:

Accountable – TJW’s experience in the industry has led us to understand the individual requirements for each project so we can help achieve project goals. We meticulously outline tasks and our capabilities so we can appropriately and responsibly address them while providing transparency and helping to manage expectations.

Accessible – TJW values your time and the urgency of your project deadlines.

We have adopted a responsive culture that encourages staff to be available for your project. Our knowledgeable staff are fast to respond and can consistently provide active customer service to help move your project’s progress and development forward.

Adaptable – TJW understands that project scopes change, and things come up – we are prepared for that. When changes occur, we are ready to adjust schedules, shift priorities, modify roles or make process improvements to help ensure that your project stays on track.

Attitude – TJW’s team possesses a great attitude and positive outlook for any project. This helps to maintain our core character; happy people are productive and do quality work. We exercise a healthy work-life balance while also committing to every project and task. We enjoy brainstorming solutions for your transportation planning and traffic engineering projects and are excited to team up with you.

SERVICES PROVIDED
Traffic Engineering
Transportation Planning
Municipal Traffic Engineering
Street Lighting Design

PROJECT OFFICE LOCATION
9841 Irvine Center Dr. #200
Irvine, California 92618
Tel: 949.878.3509
Fax: 949.878.3593

ORGANIZATION TYPE
Small Business Enterprise (SBE)
S Corporation

ESTABLISHED
2010

EMPLOYEES
13 OFFICE LOCATIONS
Irvine, California
Nampa, Idaho

MAIN CONTACTS
Thomas J. Wheat, PE, TE
Owner / Principal
[email protected]
949.956.8320
Gene Kim, PE, TE
Principal Engineer
[email protected]
949.337.1092

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TJW Engineering Inc. Statement of Qualifications
2 CORE SERVICE CAPABILITIES
The professionals at TJW have designed and performed hundreds of traffic engineering design plans and transportation planning studies for a variety of private and public sector clients including architects, civil engineers, commercial and residential developers, school districts, community associations, cities, counties, and public agencies, including Caltrans. TJW offers our clients expertise in the fields of Traffic Engineering, Traffic Operations and Transportation Planning. We believe that the selection of our highly qualified team is imperative in implementing a project approach that is proven for success.

Traffic Engineering/ Operations
Traffic engineering design and
operational studies are among
TJW’s specialties. TJW provides
design plans for cities,
developers, engineers, and
architects, that maintain sound,
cost effective solutions to the
public sector clients.

Transportation Planning
Our extensive knowledge of
transportation planning principles
and best practices combined with
skillful use of software allow us to
provide recommendations to
enhance mobility and quality of life
while minimizing impacts on
environment.

Municipal Traffic Engineering
TJW has worked with numerous
public agencies as an extension of
staff providing traffic engineering
services allowing for the agency to
meet temporary increases in
workload or to solicit an expert
opinion or service from TJW.

TJW also provides aerial photo services for projects via unmanned aerial vehicle (UAV) or drones. TJW has three (3) FAA licensed UAV operators that utilize drones for the purposes of capturing video footage and images associated with data collection or to obtain a better understanding of existing conditions such as geometric layouts, traffic patterns, parking occupancy and other traffic engineering related footage.

Providing drone footage could be the missing piece to help provide that extra level of style, flair and added value to your project.

TJW Engineering Inc. understands that the core of every successful project is largely based on completing the assigned task(s) on schedule, within budget to ensure value through appropriate planning, communication and execution. TJW embodies the strong core principles to provide quality service and we look forward to being a successful part of your team.

Traffic Engineering / Operations Services
 Traffic Signal Design  Roundabout Design
 Signing and Striping Design  Warrant Analysis
 Alignment Studies  Traffic Control Design
 Roadway and Street Lighting  Plan Check Services
 Safety and Accident Studies  Record Drawings
 Traffic Signal Operations
Transportation Planning Services
 Traffic Impact Analysis  Site Access Review
 Trip Generation Analysis  Traffic Simulation
 Parking Studies  Circulation Analyses
 Capacity and LOS  Environmental Docs
 Ped and Bicycle Planning  GIS Mapping
 Safe Routes to School  Development Review
Municipal Traffic Engineering Services
 Traffic Calming  Council/ Commission
 Traffic Engineering Design  Public Outreach
 Traffic Analysis  Staff Management
 Plan Checks  Customer Service
 Study Review  Public Outreach
 Resident Requests

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TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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3 Project Approach
Our team will be led by Mr. Thomas J. Wheat, PE, TE, who possesses over 26 years of experience that spans a range of successful projects involving the design, analysis and plan checking of traffic signals, signing and striping, street lighting, work site traffic control, traffic impact analysis, and design of roadway improvements. Supporting him as Project Manager will be Mr. Gene Kim, PE, TE, with over 16 years of successful project experience in similar fields as Mr. Wheat, with the addition of the knowledge, expertise and insight gained during his tenure as a municipal City Traffic Engineer in the state of California. The team will be comprised of additional support staff who will help assist in field review, data collection, data assessment and composition of the engineering and traffic study document E&TS. Our proposed personnel and support staff know the City’s expectations and we’re ready and available to fully commit to help support and meet your demands to achieve the City’s objectives.

The California Vehicle Code (CVC) provides guidance for state and local agencies conducting speed surveys or an E&TS once every five to seven years to determine posted speed limits on major roadways, or general roadways not defined by the state’s prima-facie speed limit. As part of the E&TS, agencies are required to assess speed limits on several factors, including modifications or changes to existing roadway geometry and infrastructure. As shown in the City’s RFP document, the City of Hemet currently has 144 street segments that require E&TS.

TJW understands that this project is a priority for the City of Hemet. As such, the allocation of Mr. Kim as
the Project Manager is the most reasonable
appointment as his previous experience serving as a
City Traffic Engineer has equipped him to thoroughly
understand the requirements for an E&TS but also the
challenges in working together with the community
and the Commission/City Council when adopting
speed limits. Mr. Kim’s primary focus for the City of
Chino would be the completion of the Citywide E&TS.

The TJW team will make ourselves available to ensure
that not only the assigned tasks will be completed in
a thorough and timely manner, but also make sure
that clear and concise communication is provided for
the duration of the project. To the right is TJW’s
organizational chart for this project.

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TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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4 Scope of Services
In response to the City’s RFP, TJW’s scope will include the following:

1. Review of Materials:
a. Obtain and review past documents made available by the City. Along with any administrative reports or E&TS associated with the Project, this may also include General Plan documents, land use, speed zones, roadway geometry and traffic conditions and collision history.
b. Obtain and review any other previous documents, or currently underway for the City, that are associated with the subject tasks and assignments.

2. Meetings:
a. Kickoff Meeting - Teleconference with City Staff to review goals of the study, confirm study area boundaries, discuss areas of concern and key focus areas to be aware of within the subject area. It is TJW’s understanding that the study area is Citywide, however, discussions may lead to inclusion or exclusion of existing roadway segments.
b. TJW will work closely with the City of Hemet staff, or designee, throughout all phases of the project and the completion of the scope of services. Regular project management meetings (virtual unless live meetings are required) with City staff may be expected throughout the project.

3. Data and Inventory Collection:
a. TJW will conduct field review of all street segments and document existing roadway conditions as part of the E&TS efforts. As part of the field review, TJW will observe vehicle speeds and note general traffic patterns.
b. Speed survey data will be collected using a hand-held radar or equivalent. Data will be per CA MUTCD standards and up-to-date equipment calibration certification will be provided. The speed survey data will be collected according to the following requirements as set forth in the City’s RFP document.
i. Surveys shall be during off-peak hours and during good weather conditions. ii. Surveys shall be bi-directional at each location.
iii. Surveys shall provide the following sample data per specific location;

1. Minimum 50 observations per direction for a minimum sample size of 100 vehicles.

2. Roadways with raised medians shall provide 100 observations per direction of travel or 200 vehicles total.

3. Roadways without raised medians shall provide 50 observations per direction of travel or 100 vehicles total.
c. Average Daily Traffic Data (ADT) will be collected at each location. i. ADT counts will be 24-hr directional counts in 15-minute increments.

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5 ii. ADT counts shall be collected during weekdays
d. Collision history information (SWITRS) will be reviewed.

4. Data Analysis and Findings:
a. TJW will review data and findings from Task 3 above to determine speed limit changes or justifications to maintain existing posted speed limits. As part of the data analysis, the study will determine or help identify the following:
i. Establish new speed limits or
ii. Justify maintaining existing speed limits.
b. Using information obtained during our initial meeting with City staff, visual observations from site visits, and review of data and inventory collection, TJW will provide deliverables.

5. Deliverables
a. TJW will submit a draft report for the City’s review. The draft report will include results of a final field check that will be conducted to determine if recommendations are appropriate and/or reasonable. In addition, the draft report will include the following:
i. Summary of applicable CVC codes utilized for the E&TS. ii. Strip map(s) that include a plan drawing of the street segment showing results of the collision data, speed measurement and other relevant information.

1. A vehicle speed survey sheet for each location.
iii. A summary sheet that includes justification for speed limits including:

1. 85th percentile speeds,

2. Collision data,

3. Frequency histogram and

4. Cumulative frequency curve diagram for each speed zone. iv. Recommendations for new posted speed limits will conform to the latest CA MUTCD Section 2B.13. New posted speed limits will be provided in the form of a table where findings from both the speed survey and final field check shall be used to provide a final recommendation for the new posted speed limit.
b. TJW will respond to one set of consolidated, written, comments from the City, update the report and prepare a final report for submittal. c. Final version shall be submitted to the City in electronic form, along will all original files and data developed and used as a part of this study

6. Additional Project Coordination:
a. TJW expects to attend and present at one (1) Public Works Commission meeting, and one (1) City Council meeting.
b. TJW will provide a presentation that summarizes the final findings of the E&TS report to the City Council.

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TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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6 EDUCATION
B.S. (Civil Engineering) 1995

REGISTRATION
Professional Civil Engineer
(CA) C69467
Professional Civil Engineer
(ID) C20918
Professional Civil Engineer
(VA) 33614
Professional Traffic
Engineer (CA) TR2565

ADDITIONAL SKILLS
Contract Management
Project Management
THOMAS J. WHEAT, P.E., T.E.

Principal-in-Charge

CAREER SUMMARY
Mr. Thomas J. Wheat, P.E., T.E., is the owner and Principal of TJW. He has been involved in the traffic engineering profession for over twenty-six years managing and designing traffic engineering and transportation planning related projects for both the public and private sectors. His versatile experience includes a wide variety of design and construction projects, and traffic engineering studies. This includes, traffic signals, traffic control, signing and striping, signal timing, ITS, traffic impact studies, warrant analyses and traffic safety studies. Acting as an extension of staff, Mr. Wheat has represented agencies and cities at City Council meetings, Planning Commissions, Public Works Committees, and public outreach meetings. With expertise in traffic engineering, Mr. Wheat has also provided plan check services to the cities of Canyon Lake, Perris, and San Jacinto in Riverside County as well as to the Public Works Department of Orange County.

Leading the TJW team, TJW has had the opportunity to design miles of signing and striping plans and traffic control plans and over 45 traffic signalized intersections and roundabouts within the Orange County Great Park and Neighborhoods in the City of Irvine since 2012. Along with the design, TJW analyzed the capacity and efficiency of roundabouts surrounding Great Park’s sports park. In addition to design work, Mr.

Wheat has also prepared a variety of traffic engineering studies including traffic impact studies, trip generation studies, parking studies, safety studies, and warrant analyses, to name a few, for various clients and agencies throughout Southern California as well as for public agencies on the East Coast.

Mr. Wheat also has substantial experience in the operations side of traffic signals where he has created timing plans for individual signalized intersections as well as signal systems by using modeling programs, such as Synchro and SimTraffic. He has had the opportunity to adjust and implement timing plans into individual field controllers along with a city’s centralized signal system computer.

RELEVANT EXPERIENCE
 North Downtown Bellflower Parking Analysis, Bellflower  Agua Mansa Commerce Park Traffic Engineering Design, Jurupa Valley  Marine Way Extension Traffic Engineering Design, Irvine  Desert Grove Traffic Engineering Design US-396 and (SR-18), Victorville  Monterey Park Market Place Internal Circulation Review, Monterey Park  City of Beaumont Transportation Planning and Engineering Review

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7 EDUCATION
B.S. (Civil Engineering) 2006

REGISTRATION
Professional Civil Engineer (CA)
C83175
Professional Traffic Engineer
(CA) TR2684

ADDITIONAL SKILLS
APWA PWI Certified Manager
Agency Coordination

CAREER SUMMARY
Mr. Gene Kim, P.E., T.E. is a licensed Civil and Traffic Engineer in the State of California with over 16 years of traffic engineering experience in both private and public agencies. Most recently, he served a 7-year tenure as a public agency City Traffic Engineer where he was involved in various aspects of the traffic engineering field including municipal and community engineering and outreach, engineering design/ analysis, consultant staff oversight, CIP project management, traffic engineering and transportation planning plan check and study review, and administrative involvement in the Public Works Commission and City Council. He also has design-build experience (MOT design and traffic analysis lead) that he gained while working on the SR-91 Corridor Improvement Design Build project.

RELEVANT EXPERIENCE
 City of Beaumont Traffic Signal Modification Design
 City of Beaumont Transportation Planning and Engineering Review  Pacific Square Mixed-use Project Engineering Design, San Gabriel  Previous City Traffic Engineer, Redondo Beach
GENE KIM, P.E., T.E.

Project Manager

EDUCATION
M.U.P (Masters of Urban
Planning) 2013
B.A. (Environmental Analysis
and Design) 2008

REGISTRATION
Professional Transportation
Planner (PTP) #617

ADDITIONAL SKILLS
Traffic/Transit Analysis
Microsimulation
Travel Demand Modeling

DAVID CHEW, PTP
Task Leader – Transportation Planning Manager

CAREER SUMMARY
Mr. David Chew is a Professional Transportation Planner with over 10 years of experience in transportation planning and traffic engineering in both the public and private sectors. He is an experienced project manager, responsible for the successful completion and review of numerous projects ranging from traffic and parking studies to regional multi-modal transportation studies. Mr. Chew has a broad background of professional experience including traffic analysis, site access/circulation, parking studies, parking demand management, corridor studies, active transportation, and transit planning. As a transportation professional, Mr. Chew is current on CEQA and NEPA documentation including VMT legislation.

RELEVANT EXPERIENCE
 Laguna Beach Downtown Specific Plan Area Demand Study, Laguna Beach  North Downtown Bellflower Parking Study, Bellflower
 The Shops at Jurupa Valley TIS and VMT Analysis, Jurupa Valley  Laguna Niguel Gateway Specific Plan 5-year Update, Laguna Niguel

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TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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8 Quality Control and Quality Assurance
Through years of successful projects, TJW has come to understand that a strong QA/QC plan is one of the keys to our success. With a strong plan, project-related issues are reduced and inconsistencies in design or faulty application of standards can be readily identified and resolved. A QA/QC procedure should focus on the principles of consistency, responsibilities, expectations, requirements, and adherence to standards.

Our project engineers and managers not only apply these very principles to our projects during project submittals or milestones, but in everyday aspects of each project. Review of documents would be subject to at least two different managers/ task leaders as it is understood that on occasion it may be difficult for a single reviewer to catch obvious errors. TJW understands that a second reviewer can be pivotal in identifying these errors and, through the eyes of a fresh reviewer, mistakes that could potentially go undetected, are caught.

Checks for the proposed project would be subject to monitoring to verify accuracy and compliance to current standards. TJW exercises efficiency and accuracy by providing communication, information and direction in a clear and concise manner, and expects the same from our subconsultants. TJW staff also provides the same efficiency with City staff to ensure that we can provide the necessary interaction as required from the City. The Project Manager, Mr. Gene Kim, previously served as a City Traffic Engineer where he obtained the necessary skillset to address the customer support and mediation requirements when working with traffic related issues and concerns in a community. His specialties in traffic calming, community outreach and communications will help to come up with innovative traffic engineering solutions that enhance safety, and ultimately, the quality of life for the residents of the City of Hemet.

Individual tasks will be allocated amongst the task leaders and support staff while QA/QC efforts would be completed by the Project Manager and Principal-in-charge.

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TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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9 Relevant Projects
Projects Project Description Project Dates
City Traffic
Engineer
Review all traffic engineering and transportation planning plan and report review for local City agency. Tasks included reviewing traffic control plans, traffic signal plans, signing and striping plans, traffic impact analyses, parking studies, queuing analyses, VMT analysis and other engineering and community
development related design, analyses, and studies. Additional tasks included managing consultant and supplemental staff for similar tasks.

Additionally, municipal engineering services included generating traffic calming policies, assessing traffic calming issues and determining appropriate solutions based on the neighborhood constituents needs. School circulation and operations
assessments.

Contact:

City of Redondo Beach
Ted Semaan, PE, TE
Public Works Director
[email protected]
April 2015 – March 2022
Sanderson
Avenue from
Esplanade Avenue
to Ramona
Expressway E&TS
Prepared an E&TS at the City of San Jacinto’s request. TJW reviewed speed survey data, collision history, existing roadway conditions and field observations to determine appropriate, reasonable and effective speed limits along a primary corridor in the City.

Contact:

City of San Jacinto
C/O Tri Lake Consultants, Inc.
170 Wilkerson Avenue, Suite D
Perris, CA 92572
September 2011
San Diego County
Horse Ridge Creek
Speed Surveys
Prepared speed survey documents for the new roadways as part of the Horse Creek Ridge development in Fallbrook, CA, in unincorporated San Diego County for the following roadway segments:
 Asturian Way between Falabella Lane and Campolina Court  Misaki Way between Asturian Way and Castilian Court
 Garrano Lane between Calabrese Street and Galician Court  Garrano Lane between Bay Morgan Lane (N/S) and Bay
Morgan Lane (E/W)
 Ventasso Way between Mustang Point Way and Bay Sable
Lane
 Ventasso Way between Pantaneiro Place and Messara
Street
 Pantaneiro Place east of Ventasso Way
 Esperia Way south of Ventasso Way
Currently ongoing

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10 Projects Project Description Project Dates
 Shetland Hills West west of Mustang Point Way
 Shetland Hills East between Grey Shire Lane and Fresian Way
 Bay Sable Lane between Ventasso Way and Grey Shire Lane  Blue Breton Drive between Fresian Way and Calabrese
Street
 Horse Ranch Creek Road north of Friesian Way (Southbound Only)
 Horse Ranch Creek Road between Friesian Way and
Andalusian Way
 Horse Ranch Creek Road south of Andalusian Way
 Gold Palomino Way
 Blue Breton Drive
 Friesian Way
TJW reviewed speed survey data, collision history, existing roadway conditions and field observations to address potential sight limit related concerns associated with speed limit designations.

Contact:

Mr. Ryan LaVigne
D.R. HORTON
2280 Wardlow Circle, Suite 100
Corona, CA 92880

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TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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Principal-inCharge Project Manager Task Leader Project Engineers Subconsultants $230 $200 $200 $150
Hours Hours Hours Hours

1. PROJECT MANAGEMENT / MEETINGS

1.1 Meet with City staff to review scope, deliverables and expectations2444 $0.00 $2,660.00

1.2 Review City docs (General Plan, existing land use, roadway conditions, speed zones etc.)2444 $0.00 $2,660.00

1. PROJECT MANAGEMENT / MEETINGS4888 $0.00 $5,320.00

2. FIELD SURVEY / DATA COLLECTION

2.0 Data Collection [SUBCONSULTANT] $34,000.00 $34,000.00

2.1 Field Survey and Observations of Roadway Segments46 80 $0.00 $14,000.00

2. FIELD SURVEY / DATA COLLECTION046 80 $34,000.00 $48,000.00

3. DATA ANALYSIS / DRAFT REPORT

3.1 Review Field Survey and Observations44 40 $0.00 $7,600.00

3.2 Assess Findings and Provide Draft Recommendations4 12 80 $0.00 $15,200.00

3. DATA ANALYSIS / DRAFT REPORT08 16 120 $0.00 $22,800.00

4. FINAL FIELD CHECK / FINAL REPORT

4.1 Final Field Survey 4 24 $0.00 $4,400.00

4.2 Final Report48 12 40 $0.00 $10,920.00

4. FINAL FIELD CHECK / FINAL REPORT48 16 64 $0.00 $15,320.00

5. ADDITIONAL SUPPORT

5.1 Public Meeting Attendance (Commission and City Council)3355 $0.00 $3,040.00

5. ADDITIONAL SUPPORT3355 $0.00 $3,040.00
Subtotals $2,530.00 $6,200.00 $10,200.00 $41,550.00 $34,000.00 $94,480.00 Grand Total $94,480.00
The hourly rates above are our fee schedule. Any additional work will be negotiated utilizing the hourly rates above or per our billing rates schedule.

Fee Proposal to Provide Professional Engineering Services to the City of Hemet Citywide Engineering and Traffic Survey
Task Project Tasks Total
Lump Sum
City of Perris RFP Traffic Study for D Street: San Jacinto Ave to I-215 On/Off Ramps Fee 11/21/2022 Page 1188 of 1236 17.L Page 2006 of 3712

TJW ENGINEERING

STATEMENT OF QUALIFICATIONS

PROJECT APPROACH

SCOPE OF WORK

RESUMES

QUALITY CONTROL/ QUALITY ASSURANCE

RELEVANT PROJECTS

COST PROPOSAL

APPENDIX

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PROPOSER’S SIGNATURE PAGE
By signing this form, the Consultant states that the firm(s) has sufficient staff resources and capability to perform the work contained within this Request for Proposal within the specified timeframe.

PROPOSER:
(Consultant Name)
ADDRESS:

TELEPHONE NUMBER(S):

PRINT NAME:

SIGNATURE:

TITLE: DATE:

SIGNING INSTRUCTIONS TO THE CONSULTANT
This Proposal must have a valid signature above and be delivered as required or it will be considered non-responsive (CCP 1933).

Proposer’s Signature Page to be accompanied by notary certificates attached following this page. Note the description of the document on the notary certificate and attach notary certificates immediately following this page.

General Partners must sign on behalf of the partnership.

In the event that the consulting firm is a corporation, two (2) corporate officers having authority from the corporation MUST sign (two (2) signatures total). If the corporation has a corporate resolution stating that one person is authorized to sign on behalf of all officers, attach corporate resolution immediately following the notary certificates. Corporate Seal may be affixed hereto.

TJW Engineering, Inc.
9841 Irvine Center Drive, Suite 200
949.878.3593
Thomas J. Wheat
Owner / Principal-in-charge November 22, 2022

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Page 2008 of 3712 ends

NON-COLLUSION AFFIDAVIT
Made to: City of Hemet
Thomas J. Wheat - Owner / Principal-in-charge
TJW Engineering, Inc. 949.878.3593
9841 Irvine Center Drive Suite 200 Irvine, CA 92618
[email protected] November 22, 2022

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Page 2009 of 3712 ends

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Page 2010 of 3712 ends

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Page 2011 of 3712 ends

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CITY OF S

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Perris, CA
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Page 2012 of 3712 ends

Mr. Habib
Septembe

TJW Engin
SJC10005 S
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er 15, 2011
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Mr. Habib Motlagh Sanderson Avenue
September 15, 2011 Engineering & Traffic Survey

TJW Engineering, Inc. 3 | Page
SJC10005 Sanderson Speed Survey Updated
Segment 1: Ramona Expressway to private road
Existing conditions, roadway characteristics and daily traffic volumes for Segment 1 were documented in the prior E&TS, submitted to the City dated November 18, 2011, which is located in Appendix D. No changes have occurred to roadway conditions on this segment since completion of the prior study.

1. Prevailing Speed:

A new speed survey was conducted on Thursday, July 14, 2011 during off‐peak times. A minimum of one hundred vehicles were surveyed in accordance with the standard practices of the CA MUTCD. Appendix A contains the northbound survey, southbound survey, and a summary of all 100 vehicles surveyed.

Table 1 summarizes the findings of the roadway survey conducted in July 2011, and compares it to the prior survey conducted in September, 2010.

Table 1 – Segment 1 Speed Survey Results
Survey
Date Count Range 50thPercentile
85th
Percentile
10 MPH
Pace # in Pace Percent inPace
% / # Below
Pace
% / # Above
Pace
7/14/2011 100 46 – >70 56 mph 62 mph 52 – 61 66 66% 17% / 17 17% / 17 9/16/2010 101 52 – >70 61 mph 65 mph 54 – 63 71 70% 6% / 7 23% / 23

2. Recommendation:

With the long reverse curve and the location of two intersections in and near the superelevated curves, the recommended speed limit is 55 mph. The 85th percentile speed surveyed for Segment 1 decreased from 65 mph in the first survey to 62 mph in the second.

Engineering judgment allows for the reduction of 5 mph, per CVC 22358.5 and the CA MUTCD. Using engineering judgment, the City is allowed to lower the speed limit to 55 mph.

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Mr. Habib Motlagh Sanderson Avenue
September 15, 2011 Engineering & Traffic Survey

TJW Engineering, Inc. 4 | Page
SJC10005 Sanderson Speed Survey Updated
years. When a more detailed and complete accident history is available, the accident data could be analyzed to determine if there is not a safety hazard with a higher speed at this location. The speed limit could then be adjusted accordingly. Table 1A includes a summary of the accident data received and collision rates. Copies of the accident data is found in Appendix C.

Since this roadway does not meet the criteria of a two‐lane, undivided highway, the prima facie speed limit of 55 mph does not apply and would need to rely on the E&TS. However, the maximum speed limit for most commercial vehicles and vehicles towing trailers is 55 mph. This segment can be posted on the roadway as such.

Segment 2: Private road to Cottonwood Avenue
Existing conditions, roadway characteristics and daily traffic volumes for Segment 2 were documented in the prior E&TS, submitted to the City dated November 18, 2011, which is located in Appendix D. No changes have occurred to roadway conditions on Segment 2 since completion of the prior study.

1. Prevailing Speed:

Table 2 summarizes the findings of the roadway survey conducted in July 2011, and compares it to the prior survey conducted in September, 2010.

Table 2 – Segment 2 Speed Survey Results
Survey
Date Count Range 50thPercentile
85th
Percentile
10 MPH
Pace # in Pace Percent inPace
% / # Below
Pace
% / # Above
Pace
7/14/2011 100 42 – 68 55 mph 64 mph 52 – 61 53 53% 21% / 21 26% / 26 9/16/2010 101 43 – >70 58 mph 64 mph 54 – 63 66 66% 16% / 17 18% / 18

2. Recommendation:

Based on the increase in accident frequency seen in 2011 with the new roadway cross‐ section, the recommended speed limit is 60 mph. The 85th percentile speed surveyed for

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Mr. Habib Motlagh Sanderson Avenue
September 15, 2011 Engineering & Traffic Survey

TJW Engineering, Inc. 5 | Page
SJC10005 Sanderson Speed Survey Updated
Segment 2 for both speed surveys conducted was 64 mph. Engineering judgment allows for the reduction of 5 mph, per CVC 22358.5 and the CA MUTCD. Using engineering judgment, the City is allowed to lower the speed limit to 60 mph.

Accident data for 2007 through the first half of 2010 was ordered from the California Highway Patrol, and received on August 23, 2011. Preliminary data from the latter half of 2010 and first half of 2011 was provided by the Riverside County Sheriff’s Department on September 9, 2011. Compared to the Bureau of Transportation Statistics (BTS) National Transportation Statistics for all Motor Vehicle Crashes in the US, the total accident rate, fatality rate and injury accident rate on Segment 2 were all lower than the national average for 2008‐2010. The available data from 2011 shows an increase in the frequency of accidents on Segment 2 compared to prior years. Through July 2011, more incidents have been reported and recorded on Segment 2 than were reported in 2010 and 2009 for the full year. Based on this increase in accidents on Segment 2 with the new cross section, it is recommended that the speed limit be adjusted to 60 mph. Table 2A includes a summary of the accident data received and collision rates. Copies of the accident data is found in Appendix C.

Segment 3: Cottonwood Avenue to Esplanade Avenue

1. Existing Posted Speed Limit:

The existing posted speed limit on Sanderson Avenue in Segment 3 is 45 mph.

South of the City line (south of Esplanade Avenue) in the City of Hemet, the posted speed limit in the northbound direction is 50 mph and the 45 mph in the southbound direction.

2. Roadway Characteristics:

As with Segments 1 and 2, Segment 3 has recently been widened to include a second southbound lane creating a five lane roadway section. A painted two‐way left‐turn lane median is present and changes to a left turn pocket at the signalized intersections at Esplanade Avenue, Seventh Street, and Cottonwood Avenue. A raised median protects the left turn lanes at Esplanade Avenue and Cottonwood Avenue.

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Hemet City CouncilJanuary 10, 2023

Hemet City Council
January 10, 2023