Hemet City Council
December 12, 2023

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A88
Meridian Street between Washington and Park

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
88 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Meridian St
From: Washington Ave To: Park Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 51 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 66%
Street Classification: Collector
Length of Street Segment: 0.59 Miles
Average Daily Traffic: 3,603
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(B); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds and conditions not readily apparent, it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Meridian Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Washington Avenue - Park Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 1 57 X 1 Date:
56 0 1 56 X 1
55 1 0 55 X 1
54 0 1 54 X 1 Time
53 1 1 53 X X 2 From: 1:25
52 3 1 52 X X X X 4
51 2 4 51 X X X X X X 6 Time
50 1 0 50 X 1 To: 1:55
49 0 2 49 X X 2
48 0 3 48 X X X 3 Existing
47 2 3 47 X X X X X 5 * Speed Limit: 35 MPH
46 1 2 46 X X X 3 *
45 2 3 45 X X X X X 5 *
44 4 3 44 X X X X X X X 7 P
43 5 2 43 X X X X X X X 7 A
42 8 3 42 X X X X X X X X X X X 11 C
41 4 4 41 X X X X X X X X 8 E Northbound Southbound Combined Statistics 40 1 4 40 X X X X X 5 * % Over Pace: 16% 22% 22%
39 6 3 39 X X X X X X X X X 9 *
38 3 3 38 X X X X X X 6 * % In Pace: 72% 60% 66%
37 1 0 37 X 1
36 1 1 36 X X 2 % Under Pace: 12% 18% 12%
35 2 4 35 X X X X X X 6
34 0 1 34 X 1 Average Speed: 43 MPH 44 MPH 43 MPH
33 2 0 33 X X 2
32 0 0 32 0 Pace Speed: 38 - 47 MPH 39 - 48 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 43 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 51 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Meridian Street
B/ Washington Avenue - Park Avenue
24 Hour Directional Volume Count
HEM080
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 22 3 25
12:15 9 26 3 18
12:30 5 28 6 21
12:45 8 21 25 97 2 20 14 84 39 181
01:00 2 38 1 18
01:15 2 26 2 16
01:30 4 26 2 19
01:45 2 22 10 112 2 16 7 69 17 181
02:00 2 31 1 25
02:15 8 17 3 28
02:30 1 33 1 34
02:45 1 35 12 116 1 35 6 122 18 238
03:00 6 27 6 41
03:15 3 30 2 44
03:30 4 37 3 49
03:45 0 40 13 134 5 33 16 167 29 301
04:00 10 34 2 34
04:15 7 40 2 26
04:30 5 37 3 29
04:45 15 31 37 142 4 47 11 136 48 278
05:00 17 29 6 39
05:15 20 33 9 31
05:30 25 28 6 31
05:45 20 29 82 119 10 33 31 134 113 253
06:00 21 33 5 22
06:15 27 38 7 20
06:30 34 31 8 32
06:45 30 28 112 130 23 21 43 95 155 225
07:00 24 25 14 22
07:15 32 27 29 29
07:30 38 21 28 18
07:45 46 27 140 100 23 29 94 98 234 198
08:00 27 26 27 17
08:15 28 20 35 17
08:30 21 17 26 16
08:45 20 16 96 79 22 11 110 61 206 140
09:00 21 15 17 13
09:15 27 15 33 14
09:30 36 12 20 14
09:45 30 13 114 55 14 7 84 48 198 103
10:00 30 5 15 20
10:15 16 19 10 11
10:30 26 8 18 9
10:45 20 10 92 42 19 8 62 48 154 90
11:00 15 5 12 13
11:15 30 6 13 10
11:30 22 4 20 4
11:45 24 3 91 18 18 5 63 32 154 50
Total 824 1144 824 1144 541 1094 541 1094 1365 2238
Combined
Total 1968 1968 1635 1635 3603
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 143 - - - 113 - - - - -
P.H.F. 0.777 0.807
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 151 - - - 169 - - - -
P.H.F. 0.944 0.862
Percentag
e

41.9% 58.1% 33.1% 66.9%
ADT/AADT ADT 3,603 AADT 3,603

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A89
Millie Drive between Eaton and Fruitvale

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
89 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Millie Dr
From: Eaton Ave To: Fruitvale Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 31 MPH
50 Percentile 26 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 22-31 MPH
Percent in Pace 80%
Street Classification: Local
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 754
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 4.84
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 25 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds and conditions not readily apparent, it is appropriate and justified to recommend the posted speed limit be 25 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Millie Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Eaton Avenue - Fruitvale Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 10:45
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 1 1 36 X X 2
35 3 0 35 X X X 3
34 1 0 34 X 1
33 1 0 33 X 1
32 3 2 32 X X X X X 5
31 3 3 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 18% 6% 12%
29 2 4 29 X X X X X X 6 *
28 7 4 28 X X X X X X X X X X X 11 P % In Pace: 78% 82% 80% 27 4 5 27 X X X X X X X X X 9 A
26 3 4 26 X X X X X X X 7 C % Under Pace: 4% 12% 8%
25 6 6 25 X X X X X X X X X X X X 12 E
24 2 5 24 X X X X X X X 7 * Average Speed: 28 MPH 26 MPH 27 MPH 23 4 3 23 X X X X X X X 7 *
22 4 5 22 X X X X X X X X X 9 * Pace Speed: 22 - 31 MPH 22 - 31 MPH 22 - 31 MPH 21 2 2 21 X X X X 4
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed: 23 MPH 22 MPH 22 MPH 18 0 2 18 X X 2
17 0 1 17 X 1 50th Percentile / Critical Speed: 27 MPH 25 MPH 26 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 30 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Millie Drive
B/ Eaton Avenue - Fruitvale Avenue
24 Hour Directional Volume Count
HEM081
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 6 1 3
12:15 1 7 0 4
12:30 1 1 0 4
12:45 0 5 2 19 0 9 1 20 3 39
01:00 0 4 0 4
01:15 1 9 0 7
01:30 2 5 0 7
01:45 0 2 3 20 0 6 0 24 3 44
02:00 1 3 2 10
02:15 0 44 1 7
02:30 0 7 0 7
02:45 1 4 2 58 1 3 4 27 6 85
03:00 0 1 1 7
03:15 2 6 1 5
03:30 3 11 0 8
03:45 1 11 6 29 1 11 3 31 9 60
04:00 1 10 0 6
04:15 0 7 1 5
04:30 1 5 0 3
04:45 0 5 2 27 1 3 2 17 4 44
05:00 1 6 1 6
05:15 2 3 4 8
05:30 4 8 2 5
05:45 1 5 8 22 2 7 9 26 17 48
06:00 3 6 3 7
06:15 1 8 0 6
06:30 2 1 3 6
06:45 0 6 6 21 2 3 8 22 14 43
07:00 24 0 6 4
07:15 31 5 21 5
07:30 29 4 9 4
07:45 4 5 88 14 3 1 39 14 127 28
08:00 3 3 5 6
08:15 7 5 3 4
08:30 7 3 6 2
08:45 4 8 21 19 3 7 17 19 38 38
09:00 1 2 1 2
09:15 4 4 1 3
09:30 1 0 2 1
09:45 1 0 7 6 4 1 8 7 15 13
10:00 2 0 6 0
10:15 6 3 1 1
10:30 3 1 5 4
10:45 3 1 14 5 2 1 14 6 28 11
11:00 5 1 5 1
11:15 7 0 4 1
11:30 2 0 8 0
11:45 0 1 14 2 2 0 19 2 33 4
Total 173 242 173 242 124 215 124 215 297 457
Combined
Total 415 415 339 339 754
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 88 - - - 39 - - - - -
P.H.F. 0.710 0.464
PM Peak - - 02:00 - - - 03:00 - - - -
Vol. - - 58 - - - 31 - - - -
P.H.F. 0.330 0.705
Percentag
e

41.7% 58.3% 36.6% 63.4%
ADT/AADT ADT 754 AADT 754

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A90
Mustang Way between Warren and Fisher

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
90 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Mustang Way
From: Warren Rd To: Fisher St
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 44 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 33-42 MPH
Percent in Pace 74%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 5,171
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.35
California Statewide Accidents Rate (MVM): 1.07
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CAMUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mustang Way
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Warren Road - Fisher Street
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 11:05
49 2 0 49 X X 2
48 2 1 48 X X X 3 Existing
47 0 0 47 0 Speed Limit: N/P MPH
46 1 1 46 X X 2
45 0 4 45 X X X X 4
44 3 1 44 X X X X 4
43 2 1 43 X X X 3
42 5 6 42 X X X X X X X X X X X 11 *
41 4 5 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 7 2 40 X X X X X X X X X 9 * % Over Pace: 20% 16% 19% 39 2 5 39 X X X X X X X 7 P
38 1 7 38 X X X X X X X X 8 A % In Pace: 70% 78% 74%
37 4 0 37 X X X X 4 C
36 3 5 36 X X X X X X X X 8 E % Under Pace: 10% 6% 7%
35 3 4 35 X X X X X X X 7 *
34 3 4 34 X X X X X X X 7 * Average Speed: 39 MPH 39 MPH 39 MPH 33 3 1 33 X X X X 4 *
32 1 1 32 X X 2 Pace Speed: 33 - 42 MPH 34 - 43 MPH 33 - 42 MPH 31 0 0 31 0
30 1 1 30 X X 2
29 2 0 29 X X 2 15th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 28 0 0 28 0
27 1 0 27 X 1 50th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 44 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Mustang Way
B/ Warren Road - Fisher Street
24 Hour Directional Volume Count
HEM082
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 35 0 33
12:15 6 40 3 29
12:30 4 43 2 31
12:45 2 33 19 151 6 27 11 120 30 271
01:00 4 25 0 33
01:15 5 50 0 34
01:30 3 35 2 45
01:45 5 45 17 155 2 37 4 149 21 304
02:00 7 34 2 40
02:15 2 48 2 46
02:30 1 39 7 44
02:45 1 55 11 176 4 45 15 175 26 351
03:00 2 51 8 43
03:15 4 61 11 40
03:30 3 61 13 44
03:45 3 69 12 242 16 42 48 169 60 411
04:00 5 62 25 32
04:15 6 52 32 33
04:30 3 64 38 49
04:45 0 55 14 233 25 27 120 141 134 374
05:00 5 62 32 36
05:15 8 63 40 37
05:30 4 77 36 29
05:45 9 61 26 263 31 53 139 155 165 418
06:00 7 56 23 23
06:15 8 50 32 27
06:30 18 48 69 24
06:45 20 45 53 199 56 22 180 96 233 295
07:00 24 45 78 11
07:15 35 38 75 17
07:30 35 43 66 18
07:45 36 32 130 158 56 20 275 66 405 224
08:00 46 42 58 13
08:15 26 33 40 16
08:30 30 29 56 16
08:45 37 34 139 138 42 7 196 52 335 190
09:00 19 30 47 6
09:15 26 16 30 11
09:30 20 25 39 7
09:45 22 21 87 92 33 7 149 31 236 123
10:00 17 21 39 11
10:15 9 12 32 5
10:30 17 16 24 7
10:45 19 7 62 56 26 8 121 31 183 87
11:00 22 14 34 11
11:15 29 14 20 3
11:30 30 10 25 5
11:45 31 13 112 51 28 6 107 25 219 76
Total 682 1914 682 1914 1365 1210 1365 1210 2047 3124
Combined
Total 2596 2596 2575 2575 5171
AM Peak - 07:15 - - - 06:30 - - - - -
Vol. - 152 - - - 278 - - - - -
P.H.F. 0.826 0.891
PM Peak - - 05:00 - - - 02:15 - - - -
Vol. - - 263 - - - 178 - - - -
P.H.F. 0.854 0.967
Percentag
e

26.3% 73.7% 53.0% 47.0%
ADT/AADT ADT 5,171 AADT 5,171

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A91
Mustang Way between Fisher and Cawston

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
91 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Mustang Way
From: Fisher St To: Cawston Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 46 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 36-45 MPH
Percent in Pace 68%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,866
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.42
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speed and conditions not readily apparent, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mustang Way
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fisher Street - Cawston Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:05
52 0 0 52 0
51 1 2 51 X X X 3 Time
50 0 2 50 X X 2 To: 12:00
49 1 1 49 X X 2
48 1 1 48 X X 2 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 1 4 46 X X X X X 5
45 1 4 45 X X X X X 5 *
44 5 6 44 X X X X X X X X X X X 11 *
43 2 3 43 X X X X X 5 *
42 3 2 42 X X X X X 5 P
41 5 2 41 X X X X X X X 7 A Eastbound Westbound Combined Statistics 40 3 2 40 X X X X X 5 C % Over Pace: 12% 12% 16%
39 4 6 39 X X X X X X X X X X 10 E
38 3 5 38 X X X X X X X X 8 * % In Pace: 68% 72% 68%
37 3 2 37 X X X X X 5 *
36 5 2 36 X X X X X X X 7 * % Under Pace: 20% 16% 16%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 39 MPH 41 MPH 40 MPH
33 2 2 33 X X X X 4
32 3 2 32 X X X X X 5 Pace Speed: 36 - 45 MPH 37 - 46 MPH 36 - 45 MPH 31 2 1 31 X X X 3
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 36 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 41 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 46 MPH 46 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Mustang Way
B/ Fisher Street - Cawston Avenue
24 Hour Directional Volume Count
HEM083
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 18 1 12
12:15 7 20 2 19
12:30 1 32 2 22
12:45 3 17 14 87 6 20 11 73 25 160
01:00 6 26 0 21
01:15 3 41 1 32
01:30 2 34 2 25
01:45 2 51 13 152 3 14 6 92 19 244
02:00 1 41 1 20
02:15 1 55 0 43
02:30 0 36 3 37
02:45 2 49 4 181 2 32 6 132 10 313
03:00 3 60 4 28
03:15 2 46 5 23
03:30 2 58 4 42
03:45 3 63 10 227 7 43 20 136 30 363
04:00 3 48 13 36
04:15 3 43 13 31
04:30 2 49 13 30
04:45 0 53 8 193 10 27 49 124 57 317
05:00 4 56 18 30
05:15 3 69 14 27
05:30 1 83 12 30
05:45 9 49 17 257 12 42 56 129 73 386
06:00 5 43 5 16
06:15 9 32 15 25
06:30 16 34 34 14
06:45 18 26 48 135 28 19 82 74 130 209
07:00 27 30 39 14
07:15 35 34 45 13
07:30 34 28 33 15
07:45 28 24 124 116 32 18 149 60 273 176
08:00 48 32 39 16
08:15 42 33 31 17
08:30 31 20 29 17
08:45 25 18 146 103 31 7 130 57 276 160
09:00 17 17 28 4
09:15 23 22 20 14
09:30 10 20 21 7
09:45 13 7 63 66 22 3 91 28 154 94
10:00 14 16 22 9
10:15 7 13 17 6
10:30 15 13 16 12
10:45 13 7 49 49 17 6 72 33 121 82
11:00 20 9 19 7
11:15 17 6 15 4
11:30 20 3 15 1
11:45 21 13 78 31 20 4 69 16 147 47
Total 574 1597 574 1597 741 954 741 954 1315 2551
Combined
Total 2171 2171 1695 1695 3866
AM Peak - 07:30 - - - 07:00 - - - - -
Vol. - 152 - - - 149 - - - - -
P.H.F. 0.792 0.828
PM Peak - - 04:45 - - - 03:30 - - - -
Vol. - - 261 - - - 152 - - - -
P.H.F. 0.786 0.884
Percentag
e

26.4% 73.6% 43.7% 56.3%
ADT/AADT ADT 3,866 AADT 3,866

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A92
Mustang Way between Cawston and Sanderson

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
92 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Mustang Way
From: Cawston Ave To: Sanderson Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 45 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 34-43 MPH
Percent in Pace 71%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.59 Miles
Average Daily Traffic: 3,775
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.05
California Statewide Accidents Rate (MVM): 1.05
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).)
TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Mustang Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Cawston Avenue - Sanderson Avenue
52 0 0 52 0
51 0 0 51 0
50 1 0 50 X 1 Weather: Clear
49 1 1 49 X X 2
48 2 1 48 X X X 3
47 2 1 47 X X X 3 Date:
46 2 3 46 X X X X X 5
45 1 2 45 X X X 3
44 1 1 44 X X 2 Time
43 0 4 43 X X X X 4 * From: 12:00
42 3 3 42 X X X X X X 6 *
41 3 3 41 X X X X X X 6 * Time
40 4 1 40 X X X X X 5 P To: 12:50
39 6 6 39 X X X X X X X X X X X X 12 A
38 1 6 38 X X X X X X X 7 C Existing
37 4 5 37 X X X X X X X X X 9 E Speed Limit: 35 MPH
36 3 6 36 X X X X X X X X X 9 *
35 6 2 35 X X X X X X X X 8 *
34 3 2 34 X X X X X 5 *
33 1 1 33 X X 2
32 3 1 32 X X X X 4
31 1 1 31 X X 2 Eastbound Westbound Combined Statistics 30 0 0 30 0 % Over Pace: 20% 18% 19%
29 1 0 29 X 1
28 1 0 28 X 1 % In Pace: 68% 76% 71%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 12% 6% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 39 MPH 39 MPH 39 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 34 - 43 MPH 34 - 43 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 34 MPH 36 MPH 34 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 46 MPH 45 MPH 45 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Mustang Way
B/ Cawston Avenue - Sanderson Avenue
24 Hour Directional Volume Count
HEM084
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 18 4 18
12:15 5 18 7 14
12:30 2 29 4 9
12:45 2 17 12 82 6 29 21 70 33 152
01:00 3 24 2 22
01:15 3 39 0 23
01:30 1 24 1 15
01:45 1 24 8 111 4 18 7 78 15 189
02:00 1 29 2 25
02:15 0 58 0 26
02:30 0 28 1 24
02:45 2 49 3 164 1 23 4 98 7 262
03:00 3 51 2 24
03:15 0 73 2 19
03:30 1 68 1 106
03:45 5 47 9 239 2 69 7 218 16 457
04:00 3 38 2 53
04:15 5 32 4 25
04:30 3 24 1 26
04:45 2 40 13 134 0 24 7 128 20 262
05:00 5 42 6 26
05:15 3 41 9 29
05:30 4 46 3 34
05:45 5 27 17 156 5 34 23 123 40 279
06:00 6 27 9 10
06:15 9 33 9 25
06:30 15 19 17 28
06:45 25 18 55 97 16 13 51 76 106 173
07:00 33 13 28 12
07:15 60 18 43 10
07:30 52 13 24 18
07:45 46 15 191 59 24 17 119 57 310 116
08:00 120 16 42 9
08:15 198 16 65 14
08:30 75 13 54 19
08:45 36 15 429 60 33 8 194 50 623 110
09:00 29 9 28 4
09:15 29 13 22 13
09:30 14 9 18 9
09:45 18 9 90 40 21 14 89 40 179 80
10:00 17 8 18 3
10:15 8 8 10 7
10:30 21 9 10 12
10:45 12 8 58 33 15 12 53 34 111 67
11:00 21 3 13 4
11:15 17 5 15 4
11:30 21 5 12 4
11:45 22 6 81 19 13 3 53 15 134 34
Total 966 1194 966 1194 628 987 628 987 1594 2181
Combined
Total 2160 2160 1615 1615 3775
AM Peak - 07:45 - - - 08:00 - - - - -
Vol. - 439 - - - 194 - - - - -
P.H.F. 0.554 0.746
PM Peak - - 02:45 - - - 03:30 - - - -
Vol. - - 241 - - - 253 - - - -
P.H.F. 0.825 0.597
Percentag
e

44.7% 55.3% 38.9% 61.1%
ADT/AADT ADT 3,775 AADT 3,775

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A93
Oakland Avenue between Lyon and State

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
93 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Oakland Ave
From: Lyon Ave To: State St
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 43 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 63%
Street Classification: Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 4,049
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.80
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Oakland Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lyon Avenue - State Street
52 0 0 52 0
51 0 0 51 0
50 0 1 50 X 1 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 1 2 47 X X X 3 Date:
46 2 2 46 X X X X 4
45 3 0 45 X X X 3
44 3 0 44 X X X 3 Time
43 1 1 43 X X 2 From: 3:00
42 2 1 42 X X X 3
41 6 2 41 X X X X X X X X 8 Time
40 0 1 40 X 1 To: 3:25
39 1 6 39 X X X X X X X 7 *
38 4 6 38 X X X X X X X X X X 10 * Existing
37 2 1 37 X X X 3 * Speed Limit: 30 MPH
36 4 2 36 X X X X X X 6 P
35 1 2 35 X X X 3 A
34 5 4 34 X X X X X X X X X 9 C
33 3 2 33 X X X X X 5 E
32 1 3 32 X X X X 4 *
31 6 5 31 X X X X X X X X X X X 11 * Eastbound Westbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 38% 20% 28%
29 2 0 29 X X 2
28 1 3 28 X X X X 4 % In Pace: 60% 68% 63%
27 0 3 27 X X X 3
26 0 0 26 0 % Under Pace: 2% 12% 9%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 30 - 39 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 35 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 44 MPH 41 MPH 43 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

20.B

City of Hemet
Oakland Avenue
B/ Lyon Avenue - State Street
24 Hour Directional Volume Count
HEM085
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 39 6 39
12:15 4 29 1 49
12:30 2 34 2 40
12:45 2 35 10 137 1 36 10 164 20 301
01:00 2 29 1 41
01:15 2 30 3 50
01:30 3 37 1 42
01:45 2 35 9 131 3 42 8 175 17 306
02:00 6 29 4 43
02:15 0 40 3 50
02:30 0 41 3 45
02:45 0 32 6 142 2 48 12 186 18 328
03:00 4 30 0 48
03:15 1 39 4 53
03:30 0 33 1 51
03:45 2 44 7 146 2 48 7 200 14 346
04:00 3 33 3 57
04:15 1 41 4 47
04:30 3 38 3 48
04:45 4 28 11 140 7 35 17 187 28 327
05:00 4 25 3 50
05:15 2 22 6 50
05:30 9 25 4 38
05:45 5 33 20 105 5 38 18 176 38 281
06:00 12 23 7 31
06:15 7 18 11 35
06:30 14 26 13 27
06:45 19 26 52 93 13 22 44 115 96 208
07:00 27 24 14 17
07:15 34 21 25 28
07:30 20 20 26 21
07:45 39 19 120 84 19 24 84 90 204 174
08:00 35 10 23 23
08:15 27 28 38 20
08:30 23 14 25 16
08:45 24 15 109 67 24 10 110 69 219 136
09:00 25 13 23 6
09:15 26 11 32 12
09:30 31 14 35 18
09:45 28 17 110 55 40 8 130 44 240 99
10:00 27 11 47 11
10:15 23 13 34 9
10:30 26 7 31 7
10:45 40 6 116 37 57 8 169 35 285 72
11:00 23 2 25 5
11:15 26 3 44 5
11:30 43 3 29 5
11:45 33 4 125 12 41 1 139 16 264 28
Total 695 1149 695 1149 748 1457 748 1457 1443 2606
Combined
Total 1844 1844 2205 2205 4049
AM Peak - 10:45 - - - 10:00 - - - - -
Vol. - 132 - - - 169 - - - - -
P.H.F. 0.767 0.741
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 156 - - - 209 - - - -
P.H.F. 0.886 0.917
Percentag
e

37.7% 62.3% 33.9% 66.1%
ADT/AADT ADT 4,049 AADT 4,049

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A94
Oakland Avenue between State to San Jacinto

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
94 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Oakland Ave
From: State St To: San Jacinto St
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 77%
Street Classification: Collector
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 5,850
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.04
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(B); CA-MUTCD Section 2B.13, Option 29A.3 (residential density) and CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds and conditions not readily apparent, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Oakland Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: San Jacinto Street - Park Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 12:50
42 0 1 42 X 1
41 3 2 41 X X X X X 5 Time
40 1 1 40 X X 2 To: 1:25
39 0 3 39 X X X 3
38 1 0 38 X 1 Existing
37 3 10 37 X X X X X X X X X X X X X 13 * Speed Limit: 35 MPH 36 6 6 36 X X X X X X X X X X X X 12 *
35 4 6 35 X X X X X X X X X X 10 *
34 6 7 34 X X X X X X X X X X X X X 13 P
33 6 3 33 X X X X X X X X X 9 A
32 2 0 32 X X 2 C
31 5 4 31 X X X X X X X X X 9 E Eastbound Westbound Combined Statistics 30 5 1 30 X X X X X X 6 * % Over Pace: 10% 8% 14%
29 1 2 29 X X X 3 *
28 1 1 28 X X 2 * % In Pace: 78% 80% 79%
27 2 0 27 X X 2
26 2 0 26 X X 2 % Under Pace: 12% 12% 7%
25 0 2 25 X X 2
24 1 0 24 X 1 Average Speed: 33 MPH 35 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 31 - 40 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 31 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 39 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Oakland Avenue
B/ State Street - San Jacinto Street
24 Hour Directional Volume Count
HEM086
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 54 3 87
12:15 6 46 1 62
12:30 2 51 1 49
12:45 2 56 14 207 1 60 6 258 20 465
01:00 5 65 2 39
01:15 4 48 3 54
01:30 2 52 4 47
01:45 5 49 16 214 0 52 9 192 25 406
02:00 4 54 3 63
02:15 1 44 4 57
02:30 1 47 3 70
02:45 1 60 7 205 1 64 11 254 18 459
03:00 2 49 0 62
03:15 4 52 1 64
03:30 1 58 1 73
03:45 5 67 12 226 0 64 2 263 14 489
04:00 2 67 4 79
04:15 0 63 2 54
04:30 2 59 4 58
04:45 1 52 5 241 10 52 20 243 25 484
05:00 2 73 5 81
05:15 3 37 6 55
05:30 7 41 6 65
05:45 15 51 27 202 17 43 34 244 61 446
06:00 16 34 16 37
06:15 13 33 22 38
06:30 14 28 23 29
06:45 27 46 70 141 34 32 95 136 165 277
07:00 48 35 46 24
07:15 63 27 60 30
07:30 49 29 50 26
07:45 60 23 220 114 38 28 194 108 414 222
08:00 42 15 41 20
08:15 33 34 42 20
08:30 40 20 43 31
08:45 44 23 159 92 48 15 174 86 333 178
09:00 33 28 33 17
09:15 34 17 38 15
09:30 35 19 51 17
09:45 48 21 150 85 40 6 162 55 312 140
10:00 37 16 63 12
10:15 37 16 38 11
10:30 29 5 38 13
10:45 48 10 151 47 55 5 194 41 345 88
11:00 40 7 59 11
11:15 52 8 69 11
11:30 46 6 33 3
11:45 62 3 200 24 51 3 212 28 412 52
Total 1031 1798 1031 1798 1113 1908 1113 1908 2144 3706 Combined
Total 2829 2829 3021 3021 5850
AM Peak - 07:00 - - - 10:30 - - - - -
Vol. - 220 - - - 221 - - - - -
P.H.F. 0.873 0.801
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 256 - - - 280 - - - -
P.H.F. 0.955 0.886
Percentag
e

36.4% 63.6% 36.8% 63.2%
ADT/AADT ADT 5,850 AADT 5,850

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A95
Oakland Avenue between San Jacinto and Park

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
95 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Oakland Ave
From: San Jacinto St To: Park Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 37 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.72 Miles
Average Daily Traffic: 3,528
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020

0.36 0.36
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Oakland Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - San Jacinto Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 1 0 45 X 1
44 1 0 44 X 1 Time
43 0 0 43 0 From: 12:30
42 1 0 42 X 1
41 2 1 41 X X X 3 Time
40 0 1 40 X 1 To: 12:50
39 3 1 39 X X X X 4
38 1 1 38 X X 2 Existing
37 1 3 37 X X X X 4 * Speed Limit: 30 MPH
36 5 2 36 X X X X X X X 7 *
35 1 4 35 X X X X X 5 *
34 1 6 34 X X X X X X X 7 P
33 5 3 33 X X X X X X X X 8 A
32 6 7 32 X X X X X X X X X X X X X 13 C
31 4 4 31 X X X X X X X X 8 E Eastbound Westbound Combined Statistics 30 8 1 30 X X X X X X X X X 9 * % Over Pace: 18% 6% 13% 29 3 6 29 X X X X X X X X X 9 *
28 6 1 28 X X X X X X X 7 * % In Pace: 80% 74% 77%
27 0 2 27 X X 2
26 1 2 26 X X X 3 % Under Pace: 2% 20% 10%
25 0 2 25 X X 2
24 0 1 24 X 1 Average Speed: 33 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 28 - 37 MPH 29 - 38 MPH 28 - 37 MPH 21 0 1 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 36 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Oakland Avenue
B/ San Jacinto Street - Park Avenue
24 Hour Directional Volume Count
HEM087
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 37 1 42
12:15 2 37 3 59
12:30 3 24 3 27
12:45 2 22 8 120 0 32 7 160 15 280
01:00 2 26 1 21
01:15 4 19 4 42
01:30 1 20 1 25
01:45 2 31 9 96 1 23 7 111 16 207
02:00 5 15 1 25
02:15 0 26 1 37
02:30 1 34 2 49
02:45 1 45 7 120 1 38 5 149 12 269
03:00 0 30 1 45
03:15 1 26 2 36
03:30 2 33 2 39
03:45 1 43 4 132 0 43 5 163 9 295
04:00 0 36 6 47
04:15 2 37 1 45
04:30 1 37 4 48
04:45 3 24 6 134 3 35 14 175 20 309
05:00 2 41 4 35
05:15 0 41 11 41
05:30 5 50 7 41
05:45 7 33 14 165 14 31 36 148 50 313
06:00 14 24 7 22
06:15 3 22 11 29
06:30 9 28 21 21
06:45 17 27 43 101 17 25 56 97 99 198
07:00 21 27 43 27
07:15 26 26 64 18
07:30 27 14 32 17
07:45 16 18 90 85 56 10 195 72 285 157
08:00 21 20 28 11
08:15 11 14 39 15
08:30 15 17 35 16
08:45 16 8 63 59 24 11 126 53 189 112
09:00 16 9 26 12
09:15 18 13 24 7
09:30 19 6 29 6
09:45 17 2 70 30 23 7 102 32 172 62
10:00 23 8 21 6
10:15 19 6 25 7
10:30 18 7 22 2
10:45 10 5 70 26 23 5 91 20 161 46
11:00 25 7 31 2
11:15 21 7 36 2
11:30 24 2 34 1
11:45 27 4 97 20 29 0 130 5 227 25
Total 481 1088 481 1088 774 1185 774 1185 1255 2273
Combined
Total 1569 1569 1959 1959 3528
AM Peak - 11:00 - - - 07:00 - - - - -
Vol. - 97 - - - 195 - - - - -
P.H.F. 0.898 0.762
PM Peak - - 05:00 - - - 03:45 - - - -
Vol. - - 165 - - - 183 - - - -
P.H.F. 0.825 0.953
Percentag
e

30.7% 69.3% 39.5% 60.5%
ADT/AADT ADT 3,528 AADT 3,528

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A96
Palm Avenue between Esplanade and Oakland

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
96 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Esplanade Abe To: Oakland Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 48 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 71%
Street Classification: Secondary (Undivided)
Length of Street Segment: 1.25 Miles
Average Daily Traffic: 5,900
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.24
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Esplanade Avenue - Oakland Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 1 57 X 1 Date:
56 0 2 56 X X 2
55 0 2 55 X X 2
54 2 0 54 X X 2 Time
53 0 0 53 0 From: 11:25
52 1 1 52 X X 2
51 0 0 51 0 Time
50 3 2 50 X X X X X 5 To: 11:50
49 0 1 49 X 1
48 0 1 48 X 1 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 3 2 46 X X X X X 5 *
45 5 3 45 X X X X X X X X 8 *
44 8 4 44 X X X X X X X X X X X X 12 *
43 4 5 43 X X X X X X X X X 9 P
42 7 3 42 X X X X X X X X X X 10 A
41 2 3 41 X X X X X 5 C Northbound Southbound Combined Statistics 40 3 5 40 X X X X X X X X 8 E % Over Pace: 12% 22% 19%
39 3 2 39 X X X X X 5 *
38 1 1 38 X X 2 * % In Pace: 76% 66% 71%
37 2 5 37 X X X X X X X 7 *
36 1 1 36 X X 2 % Under Pace: 12% 12% 10%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 43 MPH 43 MPH
33 3 1 33 X X X X 4
32 0 0 32 0 Pace Speed: 38 - 47 MPH 37 - 46 MPH 37 - 46 MPH 31 0 3 31 X X X 3
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 37 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 50 MPH 48 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/28/23

20.B

City of Hemet
Palm Avenue
B/ Esplanade Avenue - Oakland Avenue
24 Hour Directional Volume Count
HEM088
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 57 1 56
12:15 4 47 3 52
12:30 2 50 3 42
12:45 3 43 12 197 2 38 9 188 21 385
01:00 6 43 2 42
01:15 1 41 0 34
01:30 4 54 1 39
01:45 1 61 12 199 1 41 4 156 16 355
02:00 1 61 0 41
02:15 1 53 1 57
02:30 3 80 2 65
02:45 4 59 9 253 3 62 6 225 15 478
03:00 7 63 0 47
03:15 3 51 3 39
03:30 2 70 1 61
03:45 6 99 18 283 0 50 4 197 22 480
04:00 6 72 1 91
04:15 5 59 2 50
04:30 12 55 3 51
04:45 12 71 35 257 5 39 11 231 46 488
05:00 6 71 5 47
05:15 14 82 7 56
05:30 18 57 3 31
05:45 19 52 57 262 11 43 26 177 83 439
06:00 19 55 9 43
06:15 21 47 11 52
06:30 30 45 12 37
06:45 33 44 103 191 36 36 68 168 171 359
07:00 51 47 31 47
07:15 45 44 27 30
07:30 84 34 56 25
07:45 114 28 294 153 57 27 171 129 465 282
08:00 65 33 82 42
08:15 65 27 62 29
08:30 44 21 48 26
08:45 40 29 214 110 44 32 236 129 450 239
09:00 30 22 24 24
09:15 31 23 28 21
09:30 34 15 25 18
09:45 38 19 133 79 26 16 103 79 236 158
10:00 27 16 31 10
10:15 36 7 22 13
10:30 42 9 23 6
10:45 33 10 138 42 37 21 113 50 251 92
11:00 35 5 24 6
11:15 33 3 30 9
11:30 55 6 41 8
11:45 69 7 192 21 33 5 128 28 320 49
Total 1217 2047 1217 2047 879 1757 879 1757 2096 3804
Combined
Total 3264 3264 2636 2636 5900
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 328 - - - 257 - - - - -
P.H.F. 0.719 0.784
PM Peak - - 03:30 - - - 03:30 - - - -
Vol. - - 300 - - - 252 - - - -
P.H.F. 0.758 0.692
Percentag
e

37.3% 62.7% 33.3% 66.7%
ADT/AADT ADT 5,900 AADT 5,900

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A97
Palm Avenue between Oakland and Florida

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
97 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Oakland Ave To: Florida Ave
Date of Speed Survey: 7/6/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 28-37 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 5,909
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.93
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speed, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Oakland Avenue - Florida Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 0 1 43 X 1 From: 11:30
42 0 0 42 0
41 2 3 41 X X X X X 5 Time
40 0 2 40 X X 2 To: 11:55
39 1 2 39 X X X 3
38 3 0 38 X X X 3 Existing
37 3 0 37 X X X 3 * Speed Limit: N / P MPH
36 3 1 36 X X X X 4 *
35 4 3 35 X X X X X X X 7 *
34 4 4 34 X X X X X X X X 8 P
33 4 5 33 X X X X X X X X X 9 A
32 4 6 32 X X X X X X X X X X 10 C
31 4 3 31 X X X X X X X 7 E Northbound Southbound Combined Statistics 30 11 7 30 X X X X X X X X X X X X X X X X X X 18 * % Over Pace: 6% 18% 15% 29 2 7 29 X X X X X X X X X 9 *
28 1 3 28 X X X X 4 * % In Pace: 84% 78% 79%
27 0 0 27 0
26 0 1 26 X 1 % Under Pace: 10% 4% 6%
25 0 0 25 0
24 2 1 24 X X X 3 Average Speed: 32 MPH 33 MPH 33 MPH
23 0 0 23 0
22 2 0 22 X X 2 Pace Speed: 29 - 38 MPH 28 - 37 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 39 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
7/6/23

20.B

City of Hemet
Palm Avenue
B/ Oakland Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM089
Site Code: 232-23157B
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 7/6/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 31 5 44
12:15 2 22 5 33
12:30 3 21 3 45
12:45 7 23 18 97 3 56 16 178 34 275
01:00 2 34 2 52
01:15 6 40 3 41
01:30 5 41 1 57
01:45 1 51 14 166 5 67 11 217 25 383
02:00 3 45 2 64
02:15 1 60 4 77
02:30 1 57 3 63
02:45 3 84 8 246 0 66 9 270 17 516
03:00 3 85 5 63
03:15 4 77 2 65
03:30 1 68 3 84
03:45 2 49 10 279 4 92 14 304 24 583
04:00 2 71 4 79
04:15 5 60 5 67
04:30 5 57 7 68
04:45 6 57 18 245 9 57 25 271 43 516
05:00 5 58 11 47
05:15 5 59 6 58
05:30 10 48 4 51
05:45 8 53 28 218 8 54 29 210 57 428
06:00 12 48 15 51
06:15 19 44 12 40
06:30 20 36 25 41
06:45 25 44 76 172 17 38 69 170 145 342
07:00 18 50 25 48
07:15 24 37 37 46
07:30 35 39 18 40
07:45 36 37 113 163 33 41 113 175 226 338
08:00 34 36 37 30
08:15 28 39 42 24
08:30 43 22 41 28
08:45 28 32 133 129 41 27 161 109 294 238
09:00 42 28 54 21
09:15 44 19 39 20
09:30 39 21 43 12
09:45 38 21 163 89 41 23 177 76 340 165
10:00 49 11 39 12
10:15 42 15 40 15
10:30 42 11 43 6
10:45 55 14 188 51 55 11 177 44 365 95
11:00 36 8 44 15
11:15 57 10 53 8
11:30 43 6 41 14
11:45 44 5 180 29 72 4 210 41 390 70
Total 949 1884 949 1884 1011 2065 1011 2065 1960 3949
Combined
Total 2833 2833 3076 3076 5909
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 191 - - - 210 - - - - -
P.H.F. 0.838 0.729
PM Peak - - 02:45 - - - 03:30 - - - -
Vol. - - 314 - - - 322 - - - -
P.H.F. 0.924 0.875
Percentag
e

33.5% 66.5% 32.9% 67.1%
ADT/AADT ADT 5,909 AADT 5,909

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A98
Palm Avenue between Florida and Whittier

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
98 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Florida Ave To: Whittier Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 36 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 8,606
Total Accidents: 14
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.97
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Avenue - Whittier Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 0 0 43 0 From: 10:30
42 0 0 42 0
41 0 0 41 0 Time
40 1 2 40 X X X 3 To: 10:50
39 1 3 39 X X X X 4
38 2 0 38 X X 2 Existing
37 1 4 37 X X X X X 5 Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 *
35 3 1 35 X X X X 4 *
34 2 5 34 X X X X X X X 7 *
33 2 8 33 X X X X X X X X X X 10 P
32 5 5 32 X X X X X X X X X X 10 A
31 8 1 31 X X X X X X X X X 9 C Northbound Southbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 E % Over Pace: 12% 10% 15% 29 7 8 29 X X X X X X X X X X X X X X X 15 *
28 1 2 28 X X X 3 * % In Pace: 80% 80% 79%
27 4 3 27 X X X X X X X 7 *
26 2 2 26 X X X X 4 % Under Pace: 8% 10% 6%
25 0 0 25 0
24 1 0 24 X 1 Average Speed: 31 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36 MPH 28 - 37 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 33 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

20.B

City of Hemet
Palm Avenue
B/ Florida Avenue - Whittier Avenue
24 Hour Directional Volume Count
HEM089
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 69 5 76
12:15 6 64 9 77
12:30 5 54 4 82
12:45 1 77 15 264 4 82 22 317 37 581
01:00 5 56 6 97
01:15 1 87 3 61
01:30 2 86 2 77
01:45 2 55 10 284 4 86 15 321 25 605
02:00 3 81 6 99
02:15 0 95 2 98
02:30 2 99 1 100
02:45 2 67 7 342 4 123 13 420 20 762
03:00 5 93 2 83
03:15 6 89 4 83
03:30 9 109 1 82
03:45 7 70 27 361 6 95 13 343 40 704
04:00 12 106 4 109
04:15 7 82 6 87
04:30 15 68 0 109
04:45 17 58 51 314 4 82 14 387 65 701
05:00 14 82 5 67
05:15 14 68 12 75
05:30 21 70 7 85
05:45 24 53 73 273 14 90 38 317 111 590
06:00 21 58 13 63
06:15 31 49 27 85
06:30 36 62 32 60
06:45 44 48 132 217 62 54 134 262 266 479
07:00 54 44 41 69
07:15 80 37 63 46
07:30 107 32 88 39
07:45 74 48 315 161 82 50 274 204 589 365
08:00 84 42 59 52
08:15 67 37 71 45
08:30 65 29 46 39
08:45 78 34 294 142 73 41 249 177 543 319
09:00 59 23 52 38
09:15 61 18 49 38
09:30 62 17 54 27
09:45 72 18 254 76 64 25 219 128 473 204
10:00 54 14 70 23
10:15 67 9 43 16
10:30 54 12 57 19
10:45 66 10 241 45 54 18 224 76 465 121
11:00 48 4 53 14
11:15 49 5 60 13
11:30 67 6 64 11
11:45 78 4 242 19 57 8 234 46 476 65
Total 1661 2498 1661 2498 1449 2998 1449 2998 3110 5496 Combined
Total 4159 4159 4447 4447 8606
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 345 - - - 300 - - - - -
P.H.F. 0.806 0.852
PM Peak - - 03:15 - - - 02:00 - - - -
Vol. - - 374 - - - 420 - - - -
P.H.F. 0.858 0.854
Percentag
e

39.9% 60.1% 32.6% 67.4%
ADT/AADT ADT 8,606 AADT 8,606

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A99
Palm Avenue between Whittier and Stetson

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
99 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Palm Ave
From: Whittier Ave To: Stetson Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 38 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 70%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 4,833
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.52
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Palm Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Whittier Avenue - Stetson Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 1 45 X 1
44 1 0 44 X 1 Time
43 0 0 43 0 From: 3:25
42 0 0 42 0
41 2 3 41 X X X X X 5 Time
40 1 0 40 X 1 To: 3:55
39 3 1 39 X X X X 4
38 2 2 38 X X X X 4 * Existing
37 4 2 37 X X X X X X 6 * Speed Limit: 30 MPH
36 6 4 36 X X X X X X X X X X 10 *
35 6 5 35 X X X X X X X X X X X 11 P
34 1 3 34 X X X X 4 A
33 1 5 33 X X X X X X 6 C
32 3 4 32 X X X X X X X 7 E
31 3 6 31 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 30 4 4 30 X X X X X X X X 8 * % Over Pace: 8% 10% 12%
29 2 3 29 X X X X X 5 *
28 2 2 28 X X X X 4 % In Pace: 66% 76% 70%
27 2 2 27 X X X X 4
26 4 0 26 X X X X 4 % Under Pace: 26% 14% 18%
25 1 1 25 X X 2
24 0 1 24 X 1 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 1 23 X 1
22 1 0 22 X 1 Pace Speed: 30 - 39 MPH 29 - 38 MPH 29 - 38 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

20.B

City of Hemet
Palm Avenue
B/ Whittier Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM090
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 38 1 40
12:15 4 35 4 40
12:30 0 28 4 42
12:45 0 44 5 145 5 41 14 163 19 308
01:00 1 34 1 48
01:15 3 47 1 43
01:30 1 45 1 50
01:45 1 30 6 156 1 46 4 187 10 343
02:00 1 43 2 46
02:15 0 52 1 47
02:30 0 64 1 59
02:45 2 42 3 201 2 70 6 222 9 423
03:00 2 38 2 55
03:15 1 35 2 66
03:30 1 42 1 64
03:45 3 47 7 162 5 60 10 245 17 407
04:00 1 66 2 74
04:15 1 49 4 58
04:30 5 55 2 64
04:45 6 39 13 209 2 49 10 245 23 454
05:00 5 52 4 35
05:15 7 35 14 49
05:30 9 34 4 39
05:45 11 35 32 156 14 45 36 168 68 324
06:00 13 37 10 48
06:15 15 27 11 38
06:30 13 29 8 33
06:45 27 37 68 130 18 30 47 149 115 279
07:00 27 27 28 28
07:15 31 25 29 35
07:30 56 26 45 27
07:45 45 21 159 99 45 22 147 112 306 211
08:00 50 20 39 27
08:15 35 19 39 19
08:30 45 16 40 22
08:45 45 18 175 73 52 20 170 88 345 161
09:00 35 11 33 14
09:15 40 7 30 16
09:30 26 9 35 12
09:45 33 12 134 39 38 13 136 55 270 94
10:00 21 14 53 14
10:15 26 9 23 7
10:30 39 7 33 5
10:45 35 5 121 35 42 8 151 34 272 69
11:00 36 2 47 7
11:15 23 2 26 5
11:30 36 2 38 5
11:45 38 3 133 9 31 5 142 22 275 31
Total 856 1414 856 1414 873 1690 873 1690 1729 3104
Combined
Total 2270 2270 2563 2563 4833
AM Peak - 07:30 - - - 08:00 - - - - -
Vol. - 186 - - - 170 - - - - -
P.H.F. 0.830 0.817
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 217 - - - 264 - - - -
P.H.F. 0.822 0.892
Percentag
e

37.7% 62.3% 34.1% 65.9%
ADT/AADT ADT 4,833 AADT 4,833

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A100
Park Avenue between North City Limit (W) and Dartmouth

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
100
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Park Ave
From: North City Limit (W) To: Darthmouth St
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 47 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 67%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.23 Miles
Average Daily Traffic: 9,653
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.42
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Park Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: North City Limit - Dartmouth Street 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 1 1 54 X X 2 Time
53 0 1 53 X 1 From: 11:50
52 0 2 52 X X 2
51 0 2 51 X X 2 Time
50 1 1 50 X X 2 To: 12:10
49 2 0 49 X X 2
48 0 2 48 X X 2 Existing
47 3 6 47 X X X X X X X X X 9 * Speed Limit: 40 MPH
46 1 1 46 X X 2 *
45 1 3 45 X X X X 4 *
44 5 8 44 X X X X X X X X X X X X X 13 P
43 4 4 43 X X X X X X X X 8 A
42 6 3 42 X X X X X X X X X 9 C
41 3 4 41 X X X X X X X 7 E Eastbound Westbound Combined Statistics 40 5 3 40 X X X X X X X X 8 * % Over Pace: 16% 14% 13%
39 2 2 39 X X X X 4 *
38 1 2 38 X X X 3 * % In Pace: 68% 72% 67%
37 5 3 37 X X X X X X X X 8
36 2 0 36 X X 2 % Under Pace: 16% 14% 20%
35 1 0 35 X 1
34 3 2 34 X X X X X 5 Average Speed: 41 MPH 44 MPH 42 MPH 33 1 0 33 X 1
32 1 0 32 X 1 Pace Speed: 36 - 45 MPH 39 - 48 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 1 0 29 X 1 15th Percentile / Critical Speed: 35 MPH 39 MPH 37 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 44 MPH 42 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 48 MPH 47 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Park Avenue
B/ Dartmouth Street - North City Limit to the West
24 Hour Directional Volume Count
HEM091
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 85 5 77
12:15 8 88 3 87
12:30 7 49 5 50
12:45 5 72 27 294 5 65 18 279 45 573
01:00 6 77 4 63
01:15 7 70 2 68
01:30 5 83 6 70
01:45 2 69 20 299 1 59 13 260 33 559
02:00 5 69 4 67
02:15 3 84 4 85
02:30 4 97 5 84
02:45 8 115 20 365 5 83 18 319 38 684
03:00 6 116 6 82
03:15 5 100 11 66
03:30 2 100 4 91
03:45 3 103 16 419 11 96 32 335 48 754
04:00 9 100 14 80
04:15 8 116 20 76
04:30 2 122 22 94
04:45 8 123 27 461 31 98 87 348 114 809
05:00 2 107 29 72
05:15 4 113 24 76
05:30 14 110 28 79
05:45 18 111 38 441 43 67 124 294 162 735
06:00 23 61 39 83
06:15 13 94 33 58
06:30 22 91 46 77
06:45 42 80 100 326 51 57 169 275 269 601
07:00 54 73 90 55
07:15 67 82 77 67
07:30 59 65 98 50
07:45 89 62 269 282 113 48 378 220 647 502
08:00 73 75 87 44
08:15 85 59 82 51
08:30 70 55 86 29
08:45 72 54 300 243 74 37 329 161 629 404
09:00 60 41 61 33
09:15 61 42 52 33
09:30 62 43 64 30
09:45 62 33 245 159 67 31 244 127 489 286
10:00 61 26 55 33
10:15 62 28 57 19
10:30 49 19 55 16
10:45 60 32 232 105 58 16 225 84 457 189
11:00 64 26 50 13
11:15 59 22 75 9
11:30 65 17 67 9
11:45 62 15 250 80 65 8 257 39 507 119
Total 1544 3474 1544 3474 1894 2741 1894 2741 3438 6215 Combined
Total 5018 5018 4635 4635 9653
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 317 - - - 380 - - - - -
P.H.F. 0.890 0.841
PM Peak - - 04:15 - - - 04:00 - - - -
Vol. - - 468 - - - 348 - - - -
P.H.F. 0.951 0.888
Percentag
e

30.8% 69.2% 40.9% 59.1%
ADT/AADT ADT 9,653 AADT 9,653

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A101
Park Avenue between Dartmouth and North City Limit (E)

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
101
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Park Ave
From: Darthmouth St To: North City Limit (E)
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 43 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 34-43 MPH
Percent in Pace 78%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.84 Miles
Average Daily Traffic: 7,864
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.83
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CAMUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Park Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Dartmouth Street - North City Limit 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:30
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 0 0 47 0 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 2 2 45 X X X X 4
44 0 4 44 X X X X 4
43 3 2 43 X X X X X 5 *
42 1 1 42 X X 2 *
41 5 6 41 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 40 8 8 40 X X X X X X X X X X X X X X X X 16 P % Over Pace: 10% 22% 13% 39 9 0 39 X X X X X X X X X 9 A
38 2 6 38 X X X X X X X X 8 C % In Pace: 86% 74% 78%
37 7 3 37 X X X X X X X X X X 10 E
36 2 2 36 X X X X 4 * % Under Pace: 4% 4% 9%
35 2 2 35 X X X X 4 *
34 4 5 34 X X X X X X X X X 9 * Average Speed: 39 MPH 39 MPH 39 MPH 33 1 3 33 X X X X 4
32 1 2 32 X X X 3 Pace Speed: 34 - 43 MPH 32 - 41 MPH 34 - 43 MPH 31 0 2 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 38 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 44 MPH 43 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Park Avenue
B/ Dartmouth Street - North City Limit to the East
24 Hour Directional Volume Count
HEM092
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 94 3 57
12:15 7 66 3 66
12:30 5 62 8 48
12:45 4 56 25 278 4 37 18 208 43 486
01:00 0 61 3 41
01:15 7 50 6 53
01:30 2 54 2 57
01:45 3 63 12 228 3 68 14 219 26 447
02:00 1 84 4 68
02:15 4 77 2 84
02:30 4 83 3 55
02:45 2 70 11 314 4 68 13 275 24 589
03:00 7 68 3 75
03:15 11 55 4 85
03:30 9 90 5 88
03:45 10 104 37 317 7 66 19 314 56 631
04:00 6 96 7 65
04:15 13 77 7 65
04:30 12 84 9 65
04:45 12 81 43 338 7 62 30 257 73 595
05:00 18 91 16 64
05:15 31 69 17 62
05:30 28 90 28 61
05:45 23 64 100 314 21 75 82 262 182 576
06:00 35 65 21 58
06:15 24 62 23 76
06:30 31 57 39 50
06:45 47 69 137 253 47 54 130 238 267 491
07:00 57 62 67 71
07:15 67 51 74 49
07:30 63 47 78 44
07:45 37 48 224 208 79 47 298 211 522 419
08:00 56 45 82 41
08:15 49 40 83 25
08:30 52 39 66 38
08:45 48 41 205 165 73 29 304 133 509 298
09:00 47 28 67 20
09:15 47 21 61 22
09:30 66 20 58 18
09:45 79 15 239 84 53 16 239 76 478 160
10:00 41 22 55 23
10:15 31 13 48 19
10:30 45 13 35 13
10:45 47 19 164 67 63 17 201 72 365 139
11:00 58 10 49 11
11:15 45 8 62 11
11:30 43 8 51 10
11:45 65 7 211 33 44 6 206 38 417 71
Total 1408 2599 1408 2599 1554 2303 1554 2303 2962 4902 Combined
Total 4007 4007 3857 3857 7864
AM Peak - 09:00 - - - 07:30 - - - - -
Vol. - 239 - - - 322 - - - - -
P.H.F. 0.756 0.970
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 367 - - - 316 - - - -
P.H.F. 0.882 0.898
Percentag
e

35.1% 64.9% 40.3% 59.7%
ADT/AADT ADT 7,864 AADT 7,864

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A102
Rexford Drive between Dusty Hill and Mustang

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
102
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Rexford Dr
From: Dusty Hill Rd To: Mustang Way
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 28 MPH
50 Percentile 25 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 21-30 MPH
Percent in Pace 76%
Street Classification: Local
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 803
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.22
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CAMUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 25 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 25 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Rexford Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Dusty Hill Road - Mustang Way
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:20
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 1 0 36 X 1
35 1 0 35 X 1
34 0 0 34 0
33 0 1 33 X 1
32 2 0 32 X X 2
31 4 0 31 X X X X 4 Northbound Southbound Combined Statistics 30 2 0 30 X X 2 * % Over Pace: 8% 4% 9%
29 1 1 29 X X 2 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 72% 88% 76%
27 10 4 27 X X X X X X X X X X X X X X 14 P
26 2 8 26 X X X X X X X X X X 10 A % Under Pace: 20% 8% 15% 25 6 7 25 X X X X X X X X X X X X X 13 C
24 2 6 24 X X X X X X X X 8 E Average Speed: 25 MPH 24 MPH 25 MPH 23 1 5 23 X X X X X X 6 *
22 4 3 22 X X X X X X X 7 * Pace Speed: 22 - 31 MPH 19 - 28 MPH 21 - 30 MPH 21 2 4 21 X X X X X X 6 *
20 1 1 20 X X 2
19 0 2 19 X X 2 15th Percentile / Critical Speed: 20 MPH 21 MPH 20 MPH 18 3 3 18 X X X X X X 6
17 0 1 17 X 1 50th Percentile / Critical Speed: 26 MPH 24 MPH 25 MPH 16 0 0 16 0
15 4 0 15 X X X X 4 85th Percentile / Critical Speed: 31 MPH 27 MPH 28 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/14/23

20.B

City of Hemet
Rexford Drive
B/ Dusty Hill Road - Mustang Way
24 Hour Directional Volume Count
HEM093
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/23/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 4 0 7
12:15 0 1 0 5
12:30 0 2 0 4
12:45 0 6 0 13 0 4 0 20 0 33
01:00 2 4 2 4
01:15 0 5 0 8
01:30 0 9 0 3
01:45 0 12 2 30 1 0 3 15 5 45
02:00 1 17 0 4
02:15 0 9 1 24
02:30 0 4 0 5
02:45 0 5 1 35 1 7 2 40 3 75
03:00 1 9 2 6
03:15 0 7 0 6
03:30 1 31 0 14
03:45 0 13 2 60 0 6 2 32 4 92
04:00 2 7 0 9
04:15 2 7 2 8
04:30 2 7 1 1
04:45 2 6 8 27 2 7 5 25 13 52
05:00 3 8 1 6
05:15 0 5 3 5
05:30 4 9 0 4
05:45 0 4 7 26 3 3 7 18 14 44
06:00 0 7 1 3
06:15 1 3 3 4
06:30 1 6 5 3
06:45 8 6 10 22 4 5 13 15 23 37
07:00 21 6 11 4
07:15 27 3 24 2
07:30 8 2 6 3
07:45 4 2 60 13 10 2 51 11 111 24
08:00 10 6 16 1
08:15 23 0 23 1
08:30 9 4 7 2
08:45 5 2 47 12 5 5 51 9 98 21
09:00 2 4 1 4
09:15 0 3 2 0
09:30 4 2 2 1
09:45 4 1 10 10 2 0 7 5 17 15
10:00 7 0 3 6
10:15 4 1 3 1
10:30 4 2 3 0
10:45 3 1 18 4 3 1 12 8 30 12
11:00 3 0 3 0
11:15 0 0 5 1
11:30 5 1 2 2
11:45 7 1 15 2 5 0 15 3 30 5
Total 180 254 180 254 168 201 168 201 348 455
Combined
Total 434 434 369 369 803
AM Peak - 06:45 - - - 07:15 - - - - -
Vol. - 64 - - - 56 - - - - -
P.H.F. 0.593 0.583
PM Peak - - 03:00 - - - 02:15 - - - -
Vol. - - 60 - - - 42 - - - -
P.H.F. 0.484 0.438
Percentag
e

41.5% 58.5% 45.5% 54.5%
ADT/AADT ADT 803 AADT 803

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A103
San Jacinto Street between Florida and Acacia

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
103
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: San Jacinto St
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 37 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 73%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 11,995
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.04
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B) and CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds and conditions not readily available, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: San Jacinto Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Avenue - Acacia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 0 45 0
44 1 0 44 X 1 Time
43 0 0 43 0 From: 10:10
42 1 1 42 X X 2
41 0 1 41 X 1 Time
40 1 2 40 X X X 3 To: 10:30
39 4 0 39 X X X X 4
38 2 1 38 X X X 3 * Existing
37 0 4 37 X X X X 4 * Speed Limit: 30 MPH
36 7 2 36 X X X X X X X X X 9 *
35 2 3 35 X X X X X 5 P
34 5 5 34 X X X X X X X X X X 10 A
33 7 3 33 X X X X X X X X X X 10 C
32 2 4 32 X X X X X X 6 E
31 3 8 31 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 30 5 2 30 X X X X X X X 7 * % Over Pace: 6% 12% 12%
29 4 4 29 X X X X X X X X 8 *
28 0 2 28 X X 2 % In Pace: 74% 74% 73%
27 1 4 27 X X X X X 5
26 3 1 26 X X X X 4 % Under Pace: 20% 14% 15%
25 0 0 25 0
24 0 2 24 X X 2 Average Speed: 33 MPH 33 MPH 33 MPH
23 1 0 23 X 1
22 1 0 22 X 1 Pace Speed: 30 - 39 MPH 28 - 37 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

20.B

City of Hemet
San Jacinto Street
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM094
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 113 12 110
12:15 15 116 13 95
12:30 8 108 9 91
12:45 12 120 45 457 10 81 44 377 89 834
01:00 11 106 12 83
01:15 9 104 7 76
01:30 9 105 8 83
01:45 6 110 35 425 7 76 34 318 69 743
02:00 4 105 6 90
02:15 6 74 9 82
02:30 5 79 6 62
02:45 4 121 19 379 6 107 27 341 46 720
03:00 7 114 5 105
03:15 14 125 1 104
03:30 10 108 3 82
03:45 6 128 37 475 6 82 15 373 52 848
04:00 14 114 15 90
04:15 16 111 9 92
04:30 26 111 12 90
04:45 21 126 77 462 15 93 51 365 128 827
05:00 32 112 11 119
05:15 32 124 18 94
05:30 33 111 15 113
05:45 53 96 150 443 25 85 69 411 219 854
06:00 34 100 33 90
06:15 37 110 36 89
06:30 49 90 32 100
06:45 78 103 198 403 48 89 149 368 347 771
07:00 86 96 59 90
07:15 89 96 73 83
07:30 105 91 112 73
07:45 121 91 401 374 81 73 325 319 726 693
08:00 112 82 93 69
08:15 82 84 89 65
08:30 97 76 113 66
08:45 91 52 382 294 140 50 435 250 817 544
09:00 102 55 94 47
09:15 94 45 73 57
09:30 79 41 79 33
09:45 90 50 365 191 41 29 287 166 652 357
10:00 87 50 59 29
10:15 78 36 69 21
10:30 101 34 58 21
10:45 77 16 343 136 58 17 244 88 587 224
11:00 103 21 65 29
11:15 89 19 78 26
11:30 87 16 78 25
11:45 101 13 380 69 79 19 300 99 680 168
Total 2432 4108 2432 4108 1980 3475 1980 3475 4412 7583 Combined
Total 6540 6540 5455 5455 11995
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 427 - - - 436 - - - - -
P.H.F. 0.882 0.779
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 475 - - - 419 - - - -
P.H.F. 0.928 0.880
Percentag
e

37.2% 62.8% 36.3% 63.7%
ADT/AADT ADT 11,995 AADT 11,995

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A104
San Jacinto Street between Acacia and Stetson

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
104
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: San Jacinto St
From: Acacia Ave To: Stetson Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 41 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 76%
Street Classification: Secondary (Undivided)
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 7,726
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.83
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds and conditions not readily apparent, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: San Jacinto Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Acacia Avenue - Stetson Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 1 0 49 X 1
48 2 0 48 X X 2
47 0 0 47 0 Date:
46 0 1 46 X 1
45 0 2 45 X X 2
44 1 0 44 X 1 Time
43 0 1 43 X 1 From: 9:50
42 3 1 42 X X X X 4
41 4 6 41 X X X X X X X X X X 10 * Time
40 4 1 40 X X X X X 5 * To: 10:10
39 4 1 39 X X X X X 5 *
38 5 0 38 X X X X X 5 P Existing
37 3 4 37 X X X X X X X 7 A Speed Limit: 30 MPH
36 4 6 36 X X X X X X X X X X 10 C
35 2 2 35 X X X X 4 E
34 5 7 34 X X X X X X X X X X X X 12 *
33 5 5 33 X X X X X X X X X X 10 *
32 2 6 32 X X X X X X X X 8 *
31 0 2 31 X X 2 Northbound Southbound Combined Statistics 30 0 1 30 X 1 % Over Pace: 8% 10% 12%
29 4 1 29 X X X X X 5
28 0 2 28 X X 2 % In Pace: 78% 76% 76%
27 1 0 27 X 1
26 0 1 26 X 1 % Under Pace: 14% 14% 12%
25 0 0 25 0
24 0 0 24 0 Average Speed: 37 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 33 MPH 32 MPH 32 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 34 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

20.B

City of Hemet
Sanderson Avenue
B/ Acacia Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM100
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 35 239 37 218
12:15 31 261 27 264
12:30 30 206 27 238
12:45 24 268 120 974 21 235 112 955 232 1929
01:00 23 231 26 261
01:15 23 260 27 265
01:30 23 224 22 232
01:45 18 274 87 989 22 255 97 1013 184 2002
02:00 19 230 15 237
02:15 15 262 17 275
02:30 9 269 21 267
02:45 22 282 65 1043 45 271 98 1050 163 2093
03:00 28 249 32 296
03:15 15 274 29 302
03:30 32 286 33 281
03:45 41 297 116 1106 41 284 135 1163 251 2269
04:00 51 259 73 299
04:15 54 246 70 278
04:30 69 229 87 277
04:45 83 269 257 1003 64 298 294 1152 551 2155
05:00 89 265 87 265
05:15 99 257 107 283
05:30 118 257 117 253
05:45 123 228 429 1007 134 257 445 1058 874 2065
06:00 147 243 121 245
06:15 147 217 146 251
06:30 166 204 131 246
06:45 182 198 642 862 176 225 574 967 1216 1829
07:00 221 204 186 196
07:15 200 186 206 185
07:30 222 175 204 199
07:45 216 160 859 725 214 167 810 747 1669 1472
08:00 252 163 246 177
08:15 219 127 224 137
08:30 295 126 171 166
08:45 234 148 1000 564 203 133 844 613 1844 1177
09:00 215 110 218 125
09:15 193 123 192 114
09:30 225 94 194 126
09:45 257 90 890 417 189 95 793 460 1683 877
10:00 209 76 216 87
10:15 212 87 231 83
10:30 212 73 230 60
10:45 236 62 869 298 207 55 884 285 1753 583
11:00 242 57 213 67
11:15 258 37 213 53
11:30 260 26 233 42
11:45 262 38 1022 158 216 38 875 200 1897 358
Total 6356 9146 6356 9146 5961 9663 5961 9663 12317 18809 Combined
Total 15502 15502 15624 15624 31126
AM Peak - 11:00 - - - 07:30 - - - - -
Vol. - 1022 - - - 888 - - - - -
P.H.F. 0.866 0.902
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 1116 - - - 1166 - - - -
P.H.F. 0.939 0.965
Percentag
e

41.0% 59.0% 38.2% 61.8%
ADT/AADT ADT 31,126 AADT 31,126

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A105
Sanderson Avenue between Esplanade and Menlo

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
105
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Esplanade Ave To: Menlo Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 50 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 41-50 MPH
Percent in Pace 69%
Street Classification: Major
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 28,032
Total Accidents: 24
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.78
California Statewide Accidents Rate (MVM): 1.07
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Esplanade Avenue - Menlo Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 1 0 57 X 1 Date:
56 1 1 56 X X 2
55 2 1 55 X X X 3
54 1 1 54 X X 2 Time
53 1 1 53 X X 2 From: 1:55
52 0 2 52 X X 2
51 1 1 51 X X 2 Time
50 3 2 50 X X X X X 5 * To: 2:15
49 2 1 49 X X X 3 *
48 2 3 48 X X X X X 5 * Existing
47 5 3 47 X X X X X X X X 8 P Speed Limit: 45 MPH
46 3 4 46 X X X X X X X 7 A
45 2 3 45 X X X X X 5 C
44 2 6 44 X X X X X X X X 8 E
43 6 5 43 X X X X X X X X X X X 11 *
42 8 3 42 X X X X X X X X X X X 11 *
41 2 4 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 1 1 40 X X 2 % Over Pace: 14% 14% 14%
39 1 2 39 X X X 3
38 2 2 38 X X X X 4 % In Pace: 70% 68% 69%
37 1 2 37 X X X 3
36 1 2 36 X X X 3 % Under Pace: 16% 18% 17%
35 1 0 35 X 1
34 0 0 34 0 Average Speed: 45 MPH 45 MPH 45 MPH
33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 41 - 50 MPH 41 - 50 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 50 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Sanderson Avenue
B/ Esplanade Avenue - Menlo Avenue
24 Hour Directional Volume Count
HEM096
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/27/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 53 191 41 168
12:15 48 170 38 176
12:30 28 197 44 178
12:45 49 211 178 769 34 197 157 719 335 1488
01:00 31 198 41 171
01:15 28 203 40 201
01:30 24 220 30 208
01:45 16 163 99 784 29 216 140 796 239 1580
02:00 22 194 21 229
02:15 9 249 36 245
02:30 26 228 19 230
02:45 25 218 82 889 27 235 103 939 185 1828
03:00 33 190 31 217
03:15 42 241 26 224
03:30 38 228 34 263
03:45 63 265 176 924 53 315 144 1019 320 1943
04:00 59 238 55 312
04:15 68 226 69 254
04:30 74 203 66 258
04:45 89 193 290 860 90 225 280 1049 570 1909
05:00 124 205 99 222
05:15 147 217 108 237
05:30 138 183 119 221
05:45 186 192 595 797 95 207 421 887 1016 1684
06:00 187 195 101 214
06:15 182 203 131 219
06:30 191 181 135 201
06:45 160 186 720 765 194 207 561 841 1281 1606
07:00 185 186 172 164
07:15 232 186 192 193
07:30 210 186 162 150
07:45 187 149 814 707 175 156 701 663 1515 1370
08:00 160 177 185 189
08:15 210 188 196 168
08:30 164 177 203 146
08:45 179 142 713 684 191 120 775 623 1488 1307
09:00 199 144 150 126
09:15 169 164 157 103
09:30 182 131 176 126
09:45 187 134 737 573 185 90 668 445 1405 1018
10:00 181 100 184 90
10:15 138 108 167 93
10:30 156 99 155 63
10:45 173 86 648 393 172 72 678 318 1326 711
11:00 155 83 140 80
11:15 211 60 165 72
11:30 178 63 197 56
11:45 182 44 726 250 188 34 690 242 1416 492
Total 5778 8395 5778 8395 5318 8541 5318 8541 11096 16936 Combined
Total 14173 14173 13859 13859 28032
AM Peak - 07:00 - - - 08:00 - - - - -
Vol. - 814 - - - 775 - - - - -
P.H.F. 0.877 0.954
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 972 - - - 1144 - - - -
P.H.F. 0.917 0.908
Percentag
e

40.8% 59.2% 38.4% 61.6%
ADT/AADT ADT 28,032 AADT 28,032

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A106
Sanderson Avenue between Menlo and Devonshire

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
106
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Menlo Ave To: Devonshire Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 50 MPH
50 Percentile 45 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 40-49 MPH
Percent in Pace 77%
Street Classification: Major
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 29,166
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.69
California Statewide Accidents Rate (MVM): 1.05
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Menlo Avenue - Devonshire Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 0 56 X 1
55 0 0 55 0
54 1 1 54 X X 2 Time
53 1 0 53 X 1 From: 1:35
52 2 2 52 X X X X 4
51 2 2 51 X X X X 4 Time
50 2 1 50 X X X 3 To: 1:55
49 3 1 49 X X X X 4 *
48 4 3 48 X X X X X X X 7 * Existing
47 4 4 47 X X X X X X X X 8 * Speed Limit: 45 MPH
46 5 3 46 X X X X X X X X 8 P
45 5 4 45 X X X X X X X X X 9 A
44 5 7 44 X X X X X X X X X X X X 12 C
43 1 3 43 X X X X 4 E
42 4 6 42 X X X X X X X X X X 10 *
41 3 6 41 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 40 3 3 40 X X X X X X 6 * % Over Pace: 18% 12% 15%
39 1 1 39 X X 2
38 1 1 38 X X 2 % In Pace: 74% 80% 77%
37 1 0 37 X 1
36 1 0 36 X 1 % Under Pace: 8% 8% 8%
35 0 0 35 0
34 0 2 34 X X 2 Average Speed: 46 MPH 44 MPH 45 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 40 - 49 MPH 40 - 49 MPH 40 - 49 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 44 MPH 45 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 48 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Sanderson Avenue
B/ Menlo Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM097
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/26/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 29 214 37 229
12:15 39 195 45 245
12:30 37 229 49 190
12:45 32 220 137 858 33 199 164 863 301 1721
01:00 17 208 23 222
01:15 23 229 27 182
01:30 21 208 35 235
01:45 14 246 75 891 22 181 107 820 182 1711
02:00 21 223 21 233
02:15 21 231 14 228
02:30 23 237 21 227
02:45 24 203 89 894 25 250 81 938 170 1832
03:00 31 252 22 220
03:15 33 222 33 256
03:30 38 240 42 252
03:45 36 235 138 949 48 271 145 999 283 1948
04:00 60 265 61 288
04:15 66 241 90 251
04:30 63 244 98 276
04:45 86 224 275 974 87 238 336 1053 611 2027
05:00 108 219 103 253
05:15 130 248 131 235
05:30 163 210 111 210
05:45 170 223 571 900 126 247 471 945 1042 1845
06:00 190 213 147 223
06:15 154 210 163 228
06:30 193 186 152 208
06:45 180 164 717 773 156 196 618 855 1335 1628
07:00 221 186 198 163
07:15 217 209 224 179
07:30 185 174 237 156
07:45 188 183 811 752 217 174 876 672 1687 1424
08:00 164 193 205 141
08:15 185 182 201 149
08:30 200 139 231 136
08:45 186 167 735 681 214 121 851 547 1586 1228
09:00 174 139 172 109
09:15 173 121 191 88
09:30 198 122 175 103
09:45 202 122 747 504 191 90 729 390 1476 894
10:00 185 108 197 99
10:15 209 93 185 89
10:30 186 98 177 58
10:45 199 85 779 384 194 56 753 302 1532 686
11:00 189 85 183 71
11:15 191 48 205 56
11:30 210 42 187 47
11:45 216 44 806 219 197 46 772 220 1578 439
Total 5880 8779 5880 8779 5903 8604 5903 8604 11783 17383 Combined
Total 14659 14659 14507 14507 29166
AM Peak - 06:30 - - - 07:15 - - - - -
Vol. - 811 - - - 883 - - - - -
P.H.F. 0.917 0.931
PM Peak - - 03:45 - - - 03:45 - - - -
Vol. - - 985 - - - 1086 - - - -
P.H.F. 0.929 0.943
Percentag
e

40.1% 59.9% 40.7% 59.3%
ADT/AADT ADT 29,166 AADT 29,166

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A107
Sanderson Avenue between Devonshire and Florida

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
107
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 37 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 26-35 MPH
Percent in Pace 75%
Street Classification: Major
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 30,634
Total Accidents: 12
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.45
California Statewide Accidents Rate (MVM): 1.07
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Florida Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 1:15
42 0 1 42 X 1
41 0 2 41 X X 2 Time
40 0 0 40 0 To: 1:35
39 0 2 39 X X 2
38 1 3 38 X X X X 4 Existing
37 4 3 37 X X X X X X X 7 Speed Limit: 30 MPH
36 1 3 36 X X X X 4
35 3 2 35 X X X X X 5 *
34 3 1 34 X X X X 4 *
33 3 0 33 X X X 3 *
32 5 4 32 X X X X X X X X X 9 P
31 5 5 31 X X X X X X X X X X 10 A Northbound Southbound Combined Statistics 30 7 6 30 X X X X X X X X X X X X X 13 C % Over Pace: 12% 12% 21% 29 5 4 29 X X X X X X X X X 9 E
28 7 3 28 X X X X X X X X X X 10 * % In Pace: 88% 62% 75% 27 2 2 27 X X X X 4 *
26 4 4 26 X X X X X X X X 8 * % Under Pace: 0% 26% 4%
25 0 1 25 X 1
24 0 1 24 X 1 Average Speed: 31 MPH 32 MPH 31 MPH
23 0 1 23 X 1
22 0 1 22 X 1 Pace Speed: 26 - 35 MPH 29 - 38 MPH 26 - 35 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 26 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 38 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Sanderson Avenue
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM098
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 42 245 31 218
12:15 33 242 33 250
12:30 44 229 40 209
12:45 28 258 147 974 20 256 124 933 271 1907
01:00 24 256 28 215
01:15 27 228 23 254
01:30 28 251 23 248
01:45 30 270 109 1005 25 224 99 941 208 1946
02:00 20 232 19 212
02:15 17 248 25 249
02:30 18 244 26 269
02:45 26 288 81 1012 55 259 125 989 206 2001
03:00 33 268 39 243
03:15 27 246 30 240
03:30 29 261 41 219
03:45 47 258 136 1033 45 292 155 994 291 2027
04:00 64 283 72 276
04:15 45 243 73 261
04:30 79 263 90 235
04:45 72 245 260 1034 74 236 309 1008 569 2042
05:00 89 285 90 273
05:15 111 246 114 277
05:30 123 223 116 238
05:45 134 265 457 1019 128 259 448 1047 905 2066
06:00 142 221 132 266
06:15 155 243 135 233
06:30 150 229 141 244
06:45 173 203 620 896 158 226 566 969 1186 1865
07:00 178 201 176 205
07:15 207 214 206 192
07:30 192 192 222 173
07:45 201 196 778 803 193 164 797 734 1575 1537
08:00 219 192 215 170
08:15 189 175 182 154
08:30 207 175 218 145
08:45 217 181 832 723 200 137 815 606 1647 1329
09:00 178 168 234 115
09:15 194 140 189 123
09:30 186 145 178 106
09:45 212 128 770 581 212 83 813 427 1583 1008
10:00 173 99 208 81
10:15 203 111 234 95
10:30 191 85 213 70
10:45 198 65 765 360 215 57 870 303 1635 663
11:00 208 63 194 54
11:15 222 56 227 56
11:30 248 44 210 37
11:45 238 54 916 217 214 42 845 189 1761 406
Total 5871 9657 5871 9657 5966 9140 5966 9140 11837 18797 Combined
Total 15528 15528 15106 15106 30634
AM Peak - 11:00 - - - 10:00 - - - - -
Vol. - 916 - - - 870 - - - - -
P.H.F. 0.923 0.929
PM Peak - - 02:45 - - - 03:45 - - - -
Vol. - - 1063 - - - 1064 - - - -
P.H.F. 0.923 0.911
Percentag
e

37.8% 62.2% 39.5% 60.5%
ADT/AADT ADT 30,634 AADT 30,634

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A108
Sanderson Avenue between Florida and Acacia

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
108
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 36 MPH
50 Percentile 30 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 69%
Street Classification: Major
Length of Street Segment: 0.24 Miles
Average Daily Traffic: 20,632
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.85
California Statewide Accidents Rate (MVM): 1.07
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Avenue - Acacia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 1 0 44 X 1 Time
43 0 0 43 0 From: 12:55
42 0 0 42 0
41 1 2 41 X X X 3 Time
40 3 2 40 X X X X X 5 To: 1:15
39 0 0 39 0
38 0 1 38 X 1 Existing
37 1 3 37 X X X X 4 Speed Limit: 30 MPH
36 2 5 36 X X X X X X X 7 *
35 4 2 35 X X X X X X 6 *
34 0 3 34 X X X 3 *
33 3 2 33 X X X X X 5 P
32 4 4 32 X X X X X X X X 8 A
31 3 4 31 X X X X X X X 7 C Northbound Southbound Combined Statistics 30 8 5 30 X X X X X X X X X X X X X 13 E % Over Pace: 24% 10% 14% 29 4 3 29 X X X X X X X 7 *
28 3 4 28 X X X X X X X 7 * % In Pace: 72% 70% 69%
27 3 3 27 X X X X X X 6 *
26 3 4 26 X X X X X X X 7 % Under Pace: 4% 20% 17%
25 1 3 25 X X X X 4
24 4 0 24 X X X X 4 Average Speed: 31 MPH 32 MPH 31 MPH 23 2 0 23 X X 2
22 0 0 22 0 Pace Speed: 24 - 33 MPH 28 - 37 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 27 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 37 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Sanderson Avenue
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM099
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 138 35 235
12:15 6 132 25 258
12:30 6 115 35 194
12:45 0 142 16 527 21 258 116 945 132 1472
01:00 0 115 27 223
01:15 5 115 28 262
01:30 0 134 25 240
01:45 1 121 6 485 21 237 101 962 107 1447
02:00 3 117 18 218
02:15 0 117 23 254
02:30 8 124 15 241
02:45 8 114 19 472 50 273 106 986 125 1458
03:00 14 120 36 265
03:15 8 128 24 256
03:30 8 97 39 265
03:45 9 103 39 448 44 261 143 1047 182 1495
04:00 13 117 75 235
04:15 8 95 66 278
04:30 17 89 84 246
04:45 14 102 52 403 62 252 287 1011 339 1414
05:00 6 115 76 271
05:15 8 92 102 240
05:30 9 95 116 247
05:45 21 102 44 404 128 252 422 1010 466 1414
06:00 16 97 110 213
06:15 17 104 130 225
06:30 16 101 139 217
06:45 16 83 65 385 157 188 536 843 601 1228
07:00 16 106 157 217
07:15 12 57 177 173
07:30 52 72 185 179
07:45 64 60 144 295 185 141 704 710 848 1005
08:00 71 63 195 192
08:15 75 48 169 142
08:30 83 61 182 159
08:45 97 52 326 224 186 126 732 619 1058 843
09:00 84 47 190 124
09:15 95 43 192 123
09:30 100 40 178 117
09:45 116 20 395 150 214 83 774 447 1169 597
10:00 101 36 192 85
10:15 95 29 219 93
10:30 102 24 221 52
10:45 113 21 411 110 210 51 842 281 1253 391
11:00 118 12 200 69
11:15 130 9 239 55
11:30 104 7 234 45
11:45 107 8 459 36 212 39 885 208 1344 244
Total 1976 3939 1976 3939 5648 9069 5648 9069 7624 13008 Combined
Total 5915 5915 14717 14717 20632
AM Peak - 10:45 - - - 11:00 - - - - -
Vol. - 465 - - - 885 - - - - -
P.H.F. 0.894 0.926
PM Peak - - 12:00 - - - 02:45 - - - -
Vol. - - 527 - - - 1059 - - - -
P.H.F. 0.928 0.970
Percentag
e

33.4% 66.6% 38.4% 61.6%
ADT/AADT ADT 20,632 AADT 20,632

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A109
Sanderson Avenue between Acacia and Stetson

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
109
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Acacia Ave To: Stetson Ave
Date of Speed Survey: 3/7/2023
Critical Speed (85th) 50 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 39-48 MPH
Percent in Pace 70%
Street Classification: Major
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 31,126
Total Accidents: 34
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.00
California Statewide Accidents Rate (MVM): 1.05
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Acacia Avenue - Stetson Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 1 56 X 1
55 0 1 55 X 1
54 0 0 54 0 Time
53 0 2 53 X X 2 From: 10:10
52 2 2 52 X X X X 4
51 5 1 51 X X X X X X 6 Time
50 1 2 50 X X X 3 To: 10:30
49 2 0 49 X X 2
48 1 4 48 X X X X X 5 * Existing
47 3 3 47 X X X X X X 6 * Speed Limit: 45 MPH
46 3 4 46 X X X X X X X 7 *
45 8 3 45 X X X X X X X X X X X 11 P
44 4 3 44 X X X X X X X 7 A
43 4 1 43 X X X X X 5 C
42 4 7 42 X X X X X X X X X X X 11 E
41 5 3 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 1 1 40 X X 2 * % Over Pace: 4% 18% 19%
39 2 6 39 X X X X X X X X 8 *
38 1 2 38 X X X 3 % In Pace: 70% 70% 70%
37 0 2 37 X X 2
36 2 0 36 X X 2 % Under Pace: 26% 12% 11%
35 1 1 35 X X 2
34 0 1 34 X 1 Average Speed: 44 MPH 44 MPH 44 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 42 - 51 MPH 39 - 48 MPH 39 - 48 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 40 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 MPH 50 MPH 50 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/7/23

20.B

City of Hemet
Sanderson Avenue
B/ Acacia Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM100
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 35 239 37 218
12:15 31 261 27 264
12:30 30 206 27 238
12:45 24 268 120 974 21 235 112 955 232 1929
01:00 23 231 26 261
01:15 23 260 27 265
01:30 23 224 22 232
01:45 18 274 87 989 22 255 97 1013 184 2002
02:00 19 230 15 237
02:15 15 262 17 275
02:30 9 269 21 267
02:45 22 282 65 1043 45 271 98 1050 163 2093
03:00 28 249 32 296
03:15 15 274 29 302
03:30 32 286 33 281
03:45 41 297 116 1106 41 284 135 1163 251 2269
04:00 51 259 73 299
04:15 54 246 70 278
04:30 69 229 87 277
04:45 83 269 257 1003 64 298 294 1152 551 2155
05:00 89 265 87 265
05:15 99 257 107 283
05:30 118 257 117 253
05:45 123 228 429 1007 134 257 445 1058 874 2065
06:00 147 243 121 245
06:15 147 217 146 251
06:30 166 204 131 246
06:45 182 198 642 862 176 225 574 967 1216 1829
07:00 221 204 186 196
07:15 200 186 206 185
07:30 222 175 204 199
07:45 216 160 859 725 214 167 810 747 1669 1472
08:00 252 163 246 177
08:15 219 127 224 137
08:30 295 126 171 166
08:45 234 148 1000 564 203 133 844 613 1844 1177
09:00 215 110 218 125
09:15 193 123 192 114
09:30 225 94 194 126
09:45 257 90 890 417 189 95 793 460 1683 877
10:00 209 76 216 87
10:15 212 87 231 83
10:30 212 73 230 60
10:45 236 62 869 298 207 55 884 285 1753 583
11:00 242 57 213 67
11:15 258 37 213 53
11:30 260 26 233 42
11:45 262 38 1022 158 216 38 875 200 1897 358
Total 6356 9146 6356 9146 5961 9663 5961 9663 12317 18809 Combined
Total 15502 15502 15624 15624 31126
AM Peak - 11:00 - - - 07:30 - - - - -
Vol. - 1022 - - - 888 - - - - -
P.H.F. 0.866 0.902
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 1116 - - - 1166 - - - -
P.H.F. 0.939 0.965
Percentag
e

41.0% 59.0% 38.2% 61.8%
ADT/AADT ADT 31,126 AADT 31,126

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A110
Sanderson Avenue between Stetson and Mustang

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
110
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Stetson Ave To: Mustang Way
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 51 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 45
10 MPH Pace 38-47 MPH
Percent in Pace 69%
Street Classification: Major
Length of Street Segment: 0.59 Miles
Average Daily Traffic: 25,525
Total Accidents: 28
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.69
California Statewide Accidents Rate (MVM): 1.07
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Stetson Avenue - Mustang Way
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 1 58 X 1
57 0 1 57 X 1 Date:
56 0 0 56 0
55 0 0 55 0
54 2 1 54 X X X 3 Time
53 0 2 53 X X 2 From: 3:10
52 2 0 52 X X 2
51 5 4 51 X X X X X X X X X 9 Time
50 0 2 50 X X 2 To: 3:30
49 1 3 49 X X X X 4
48 1 1 48 X X 2 Existing
47 2 2 47 X X X X 4 * Speed Limit: 45 MPH
46 0 7 46 X X X X X X X 7 *
45 2 3 45 X X X X X 5 *
44 3 5 44 X X X X X X X X 8 P
43 6 5 43 X X X X X X X X X X X 11 A
42 7 3 42 X X X X X X X X X X 10 C
41 5 0 41 X X X X X 5 E Northbound Southbound Combined Statistics 40 2 3 40 X X X X X 5 * % Over Pace: 22% 10% 26%
39 5 1 39 X X X X X X 6 *
38 4 4 38 X X X X X X X X 8 * % In Pace: 72% 70% 69%
37 1 1 37 X X 2
36 0 0 36 0 % Under Pace: 6% 20% 5%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 43 MPH 45 MPH 44 MPH
33 2 0 33 X X 2
32 0 0 32 0 Pace Speed: 38 - 47 MPH 42 - 51 MPH 38 - 47 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 40 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 45 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 51 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Sanderson Avenue
B/ Stetson Avenue - Mustang Way
24 Hour Directional Volume Count
HEM101
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 178 29 177
12:15 39 167 21 175
12:30 22 157 25 183
12:45 20 202 107 704 13 156 88 691 195 1395
01:00 18 151 19 158
01:15 15 165 16 180
01:30 20 191 19 173
01:45 18 167 71 674 22 177 76 688 147 1362
02:00 18 189 15 176
02:15 10 169 14 185
02:30 12 215 28 198
02:45 13 213 53 786 23 225 80 784 133 1570
03:00 16 210 35 244
03:15 9 230 37 276
03:30 13 324 39 214
03:45 27 245 65 1009 60 231 171 965 236 1974
04:00 22 195 90 228
04:15 30 205 116 239
04:30 32 215 131 243
04:45 57 252 141 867 107 244 444 954 585 1821
05:00 64 235 112 235
05:15 76 218 152 229
05:30 101 226 142 197
05:45 96 199 337 878 141 211 547 872 884 1750
06:00 94 204 146 203
06:15 105 200 198 189
06:30 137 160 169 162
06:45 156 155 492 719 171 135 684 689 1176 1408
07:00 202 162 228 152
07:15 185 131 237 124
07:30 208 139 226 137
07:45 224 143 819 575 195 108 886 521 1705 1096
08:00 239 132 267 103
08:15 316 108 312 89
08:30 333 119 177 103
08:45 191 127 1079 486 156 81 912 376 1991 862
09:00 163 87 136 79
09:15 146 99 195 75
09:30 152 73 170 73
09:45 199 84 660 343 152 57 653 284 1313 627
10:00 164 61 173 57
10:15 129 58 189 60
10:30 138 53 169 46
10:45 174 62 605 234 148 41 679 204 1284 438
11:00 136 54 165 56
11:15 184 51 145 39
11:30 163 42 159 27
11:45 166 28 649 175 133 25 602 147 1251 322
Total 5078 7450 5078 7450 5822 7175 5822 7175 10900 14625 Combined
Total 12528 12528 12997 12997 25525
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 1112 - - - 1000 - - - - -
P.H.F. 0.835 0.801
PM Peak - - 03:00 - - - 03:00 - - - -
Vol. - - 1009 - - - 965 - - - -
P.H.F. 0.779 0.874
Percentag
e

40.5% 59.5% 44.8% 55.2%
ADT/AADT ADT 25,525 AADT 25,525

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A111
Sanderson Avenue between Mustang and Domenigoni

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
111
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sanderson Ave
From: Mustang Way To: Domenigoni Pkwy
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 51 MPH
50 Percentile 46 MPH
Existing Posted Speed Limit 45
10 MPH Pace 41-50 MPH
Percent in Pace 66%
Street Classification: Major
Length of Street Segment: 0.49 Miles
Average Daily Traffic: 23,329
Total Accidents: 13
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.03
California Statewide Accidents Rate (MVM): 1.07
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 45 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 45 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Sanderson Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mustang Way - Domenigoni Parkway
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 3 1 56 X X X X 4
55 1 1 55 X X 2
54 2 1 54 X X X 3 Time
53 2 1 53 X X X 3 From: 3:30
52 2 1 52 X X X 3
51 3 3 51 X X X X X X 6 Time
50 4 3 50 X X X X X X X 7 * To: 3:50
49 4 4 49 X X X X X X X X 8 *
48 4 2 48 X X X X X X 6 * Existing
47 4 2 47 X X X X X X 6 P Speed Limit: 45 MPH
46 4 3 46 X X X X X X X 7 A
45 3 2 45 X X X X X 5 C
44 6 2 44 X X X X X X X X 8 E
43 4 3 43 X X X X X X X 7 *
42 1 4 42 X X X X X 5 *
41 2 5 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 0 3 40 X X X 3 % Over Pace: 16% 16% 21%
39 1 3 39 X X X X 4
38 0 0 38 0 % In Pace: 76% 60% 66%
37 0 2 37 X X 2
36 0 2 36 X X 2 % Under Pace: 8% 24% 13%
35 0 1 35 X 1
34 0 0 34 0 Average Speed: 48 MPH 45 MPH 46 MPH
33 0 1 33 X 1
32 0 0 32 0 Pace Speed: 43 - 52 MPH 41 - 50 MPH 41 - 50 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 43 MPH 39 MPH 41 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 47 MPH 44 MPH 46 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 53 MPH 51 MPH 51 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/23/23

20.B

City of Hemet
Sanderson Avenue
B/ Mustang Way - Domenigoni Parkway
24 Hour Directional Volume Count
HEM102
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 141 27 159
12:15 40 155 15 168
12:30 26 135 20 165
12:45 20 178 112 609 8 142 70 634 182 1243
01:00 21 142 13 133
01:15 13 135 15 179
01:30 18 173 16 161
01:45 18 155 70 605 19 165 63 638 133 1243
02:00 18 164 10 167
02:15 10 151 14 176
02:30 12 184 25 185
02:45 10 211 50 710 23 189 72 717 122 1427
03:00 15 212 34 190
03:15 10 193 39 222
03:30 13 256 36 271
03:45 25 207 63 868 66 221 175 904 238 1772
04:00 20 217 89 218
04:15 28 185 120 219
04:30 28 203 142 214
04:45 57 198 133 803 114 226 465 877 598 1680
05:00 58 204 123 216
05:15 73 219 155 213
05:30 92 204 157 170
05:45 95 189 318 816 140 187 575 786 893 1602
06:00 84 171 143 174
06:15 99 186 213 152
06:30 129 158 162 155
06:45 156 140 468 655 175 117 693 598 1161 1253
07:00 197 164 209 125
07:15 177 135 231 91
07:30 177 118 211 111
07:45 214 135 765 552 172 99 823 426 1588 978
08:00 210 126 227 81
08:15 270 102 255 75
08:30 241 115 191 81
08:45 173 128 894 471 158 69 831 306 1725 777
09:00 159 87 126 59
09:15 131 89 182 62
09:30 145 82 152 52
09:45 169 73 604 331 145 51 605 224 1209 555
10:00 139 65 149 46
10:15 112 60 174 48
10:30 115 48 152 40
10:45 156 58 522 231 144 35 619 169 1141 400
11:00 121 51 144 54
11:15 163 50 130 32
11:30 144 40 140 19
11:45 147 25 575 166 123 26 537 131 1112 297
Total 4574 6817 4574 6817 5528 6410 5528 6410 10102 13227 Combined
Total 11391 11391 11938 11938 23329
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 935 - - - 865 - - - - -
P.H.F. 0.866 0.848
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 873 - - - 932 - - - -
P.H.F. 0.853 0.860
Percentag
e

40.2% 59.8% 46.3% 53.7%
ADT/AADT ADT 23,329 AADT 23,329

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A112
Santa Fe Street between North City Limit and Oakland

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
112
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sante Fe St
From: NCL To: Oakland Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 36 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 35
10 MPH Pace 27-36 MPH
Percent in Pace 71%
Street Classification: Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 2,614
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.05
California Statewide Accidents Rate (MVM): 1.29
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Santa Fe Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: North City Limit - Oakland Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 1 44 X 1 Time
43 1 0 43 X 1 From: 10:00
42 0 1 42 X 1
41 1 1 41 X X 2 Time
40 1 2 40 X X X 3 To: 10:30
39 0 1 39 X 1
38 3 0 38 X X X 3 Existing
37 1 1 37 X X 2 Speed Limit: 35 MPH
36 5 2 36 X X X X X X X 7 *
35 2 2 35 X X X X 4 *
34 6 3 34 X X X X X X X X X 9 *
33 3 5 33 X X X X X X X X 8 P
32 1 4 32 X X X X X 5 A
31 7 11 31 X X X X X X X X X X X X X X X X X X 18 C Northbound Southbound Combined Statistics 30 2 2 30 X X X X 4 E % Over Pace: 6% 14% 14%
29 3 3 29 X X X X X X 6 *
28 2 4 28 X X X X X X 6 * % In Pace: 66% 76% 71%
27 2 2 27 X X X X 4 *
26 5 2 26 X X X X X X X 7 % Under Pace: 28% 10% 15%
25 1 0 25 X 1
24 0 1 24 X 1 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 1 23 X X 2
22 2 1 22 X X X 3 Pace Speed: 29 - 38 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed: 26 MPH 28 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Santa Fe Street
B/ North City Limits - Oakland Avenue
24 Hour Directional Volume Count
HEM103
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 29 0 30
12:15 2 17 2 23
12:30 0 14 1 25
12:45 1 20 5 80 4 22 7 100 12 180
01:00 4 25 1 27
01:15 1 21 1 25
01:30 0 15 1 20
01:45 0 25 5 86 0 30 3 102 8 188
02:00 0 11 3 26
02:15 0 25 1 17
02:30 0 27 0 21
02:45 1 28 1 91 1 32 5 96 6 187
03:00 1 18 5 26
03:15 2 23 3 28
03:30 0 28 1 38
03:45 1 26 4 95 1 28 10 120 14 215
04:00 1 39 3 25
04:15 2 34 0 28
04:30 3 30 3 23
04:45 4 29 10 132 2 30 8 106 18 238
05:00 5 32 3 34
05:15 1 22 3 21
05:30 5 40 3 28
05:45 7 21 18 115 8 24 17 107 35 222
06:00 4 25 7 13
06:15 6 15 7 17
06:30 5 15 15 18
06:45 12 10 27 65 21 16 50 64 77 129
07:00 16 26 26 20
07:15 33 12 37 14
07:30 32 19 29 9
07:45 20 11 101 68 30 17 122 60 223 128
08:00 17 19 22 11
08:15 16 1 22 10
08:30 19 5 29 17
08:45 20 9 72 34 14 6 87 44 159 78
09:00 15 5 16 8
09:15 18 3 15 9
09:30 12 5 13 7
09:45 18 5 63 18 16 4 60 28 123 46
10:00 11 1 17 3
10:15 13 3 24 6
10:30 23 2 13 2
10:45 12 5 59 11 23 3 77 14 136 25
11:00 15 1 16 6
11:15 26 4 12 3
11:30 11 1 22 1
11:45 25 2 77 8 20 2 70 12 147 20
Total 442 803 442 803 516 853 516 853 958 1656
Combined
Total 1245 1245 1369 1369 2614
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 102 - - - 122 - - - - -
P.H.F. 0.773 0.824
PM Peak - - 04:00 - - - 02:45 - - - -
Vol. - - 132 - - - 124 - - - -
P.H.F. 0.846 0.816
Percentag
e

35.5% 64.5% 37.7% 62.3%
ADT/AADT ADT 2,614 AADT 2,614

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A113
Santa Fe Street between Devonshire and Florida

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
113
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sante Fe St
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 6/14/2023
Critical Speed (85th) 31 MPH
50 Percentile 27 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 23-32 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,304
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.59
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 25 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 25 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Santa Fe Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Florida Avenue 52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 10:50
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:45
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: N / P MPH
36 1 1 36 X X 2
35 1 1 35 X X 2
34 0 1 34 X 1
33 2 1 33 X X X 3
32 2 2 32 X X X X 4 *
31 0 5 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 4 5 30 X X X X X X X X X 9 * % Over Pace: 12% 6% 8%
29 3 3 29 X X X X X X 6 P
28 7 6 28 X X X X X X X X X X X X X 13 A % In Pace: 84% 76% 79% 27 8 4 27 X X X X X X X X X X X X 12 C
26 3 3 26 X X X X X X 6 E % Under Pace: 4% 18% 13%
25 5 6 25 X X X X X X X X X X X 11 *
24 6 3 24 X X X X X X X X X 9 * Average Speed: 27 MPH 27 MPH 27 MPH 23 3 1 23 X X X X 4 *
22 1 2 22 X X X 3 Pace Speed: 21 - 30 MPH 24 - 33 MPH 23 - 32 MPH 21 2 2 21 X X X X 4
20 1 3 20 X X X X 4
19 1 1 19 X X 2 15th Percentile / Critical Speed: 23 MPH 22 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 27 MPH 27 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 31 MPH 31 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
6/14/23

20.B

City of Hemet
Santa Fe Street
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM104B
Site Code: 232-23157B
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 6/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 34 0 49
12:15 2 37 3 33
12:30 1 28 2 24
12:45 1 20 6 119 0 16 5 122 11 241
01:00 0 24 1 15
01:15 2 16 1 10
01:30 0 29 1 25
01:45 0 27 2 96 0 17 3 67 5 163
02:00 3 24 0 15
02:15 0 18 0 14
02:30 0 26 2 21
02:45 0 34 3 102 0 18 2 68 5 170
03:00 2 25 1 18
03:15 2 18 1 23
03:30 1 27 0 47
03:45 2 26 7 96 2 32 4 120 11 216
04:00 1 21 1 30
04:15 3 10 0 10
04:30 3 24 0 27
04:45 3 19 10 74 1 26 2 93 12 167
05:00 1 22 4 31
05:15 2 23 2 16
05:30 5 15 1 13
05:45 8 9 16 69 1 17 8 77 24 146
06:00 5 10 0 10
06:15 5 14 1 12
06:30 9 8 0 16
06:45 9 11 28 43 8 13 9 51 37 94
07:00 10 13 8 7
07:15 13 9 9 8
07:30 19 12 11 13
07:45 36 10 78 44 7 4 35 32 113 76
08:00 31 4 11 7
08:15 15 5 5 1
08:30 25 5 20 7
08:45 51 7 122 21 26 8 62 23 184 44
09:00 22 8 10 8
09:15 18 7 16 0
09:30 28 2 18 3
09:45 32 2 100 19 23 7 67 18 167 37
10:00 23 8 17 8
10:15 29 3 15 0
10:30 21 3 28 2
10:45 17 3 90 17 21 1 81 11 171 28
11:00 26 2 17 2
11:15 26 5 21 2
11:30 21 1 19 3
11:45 17 0 90 8 20 0 77 7 167 15
Total 552 708 552 708 355 689 355 689 907 1397
Combined
Total 1260 1260 1044 1044 2304
AM Peak - 08:00 - - - 10:30 - - - - -
Vol. - 122 - - - 87 - - - - -
P.H.F. 0.598 0.777
PM Peak - - 12:00 - - - 03:15 - - - -
Vol. - - 119 - - - 132 - - - -
P.H.F. 0.804 0.702
Percentag
e

43.8% 56.2% 34.0% 66.0%
ADT/AADT ADT 2,304 AADT 2,304

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A114
Santa Fe Street between Florida and Acacia

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
114
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sante Fe St
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 37 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 27-36 MPH
Percent in Pace 73%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 5,337
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.36
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B) and CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E (Accident rate higher than statewide average).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Santa Fe Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Avenue - Acacia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 9:00
42 0 2 42 X X 2
41 1 1 41 X X 2 Time
40 0 2 40 X X 2 To: 9:25
39 1 1 39 X X 2
38 3 2 38 X X X X X 5 Existing
37 3 2 37 X X X X X 5 Speed Limit: N/P MPH
36 2 3 36 X X X X X 5 *
35 3 4 35 X X X X X X X 7 *
34 8 8 34 X X X X X X X X X X X X X X X X 16 *
33 6 1 33 X X X X X X X 7 P
32 6 1 32 X X X X X X X 7 A
31 3 6 31 X X X X X X X X X 9 C Northbound Southbound Combined Statistics 30 3 4 30 X X X X X X X 7 E % Over Pace: 4% 16% 18%
29 3 1 29 X X X X 4 *
28 1 4 28 X X X X X 5 * % In Pace: 80% 68% 73%
27 4 2 27 X X X X X X 6 *
26 2 2 26 X X X X 4 % Under Pace: 16% 16% 9%
25 0 3 25 X X X 3
24 1 0 24 X 1 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 29 - 38 MPH 28 - 37 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 27 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 38 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

20.B

City of Hemet
Santa Fe Street
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM104
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 72 2 49
12:15 2 108 2 47
12:30 4 59 3 41
12:45 3 47 11 286 1 34 8 171 19 457
01:00 2 44 3 40
01:15 2 59 1 22
01:30 3 62 0 51
01:45 1 66 8 231 4 39 8 152 16 383
02:00 0 49 4 42
02:15 3 80 0 60
02:30 4 67 2 43
02:45 2 59 9 255 2 70 8 215 17 470
03:00 5 51 4 44
03:15 2 42 4 44
03:30 4 38 3 45
03:45 6 36 17 167 0 41 11 174 28 341
04:00 9 37 4 51
04:15 9 37 4 54
04:30 8 33 1 45
04:45 8 48 34 155 4 53 13 203 47 358
05:00 8 53 1 57
05:15 8 41 5 41
05:30 12 39 6 42
05:45 17 28 45 161 2 46 14 186 59 347
06:00 18 30 8 32
06:15 19 26 6 26
06:30 21 29 9 25
06:45 36 33 94 118 7 25 30 108 124 226
07:00 49 29 32 25
07:15 64 21 60 23
07:30 95 23 32 35
07:45 69 18 277 91 35 18 159 101 436 192
08:00 66 21 23 28
08:15 67 17 31 18
08:30 67 18 29 21
08:45 119 15 319 71 36 16 119 83 438 154
09:00 73 9 30 14
09:15 49 11 27 14
09:30 38 13 48 3
09:45 72 9 232 42 21 13 126 44 358 86
10:00 65 6 34 8
10:15 47 8 25 11
10:30 46 5 30 2
10:45 50 5 208 24 41 8 130 29 338 53
11:00 48 8 30 8
11:15 46 2 40 6
11:30 49 8 38 3
11:45 48 4 191 22 45 7 153 24 344 46
Total 1445 1623 1445 1623 779 1490 779 1490 2224 3113
Combined
Total 3068 3068 2269 2269 5337
AM Peak - 08:15 - - - 07:00 - - - - -
Vol. - 326 - - - 159 - - - - -
P.H.F. 0.685 0.663
PM Peak - - 12:00 - - - 02:15 - - - -
Vol. - - 286 - - - 217 - - - -
P.H.F. 0.662 0.775
Percentag
e

47.1% 52.9% 34.3% 65.7%
ADT/AADT ADT 5,337 AADT 5,337

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A115
Santa Fe Street between Acacia and Stetson

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
115
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Sante Fe St
From: Acacia Ave To: Stetson Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 41 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30
10 MPH Pace 29-38 MPH
Percent in Pace 64%
Street Classification: Collector
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 4,131
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.44
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speed, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Santa Fe Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Acacia Avenue - Stetson Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 2 0 44 X X 2 Time
43 3 0 43 X X X 3 From: 9:25
42 2 1 42 X X X 3
41 5 2 41 X X X X X X X 7 Time
40 3 0 40 X X X 3 To: 9:50
39 3 4 39 X X X X X X X 7
38 2 2 38 X X X X 4 * Existing
37 6 3 37 X X X X X X X X X 9 * Speed Limit: 30 MPH
36 5 1 36 X X X X X X 6 *
35 4 4 35 X X X X X X X X 8 P
34 1 5 34 X X X X X X 6 A
33 2 4 33 X X X X X X 6 C
32 1 4 32 X X X X X 5 E
31 2 2 31 X X X X 4 * Northbound Southbound Combined Statistics 30 1 6 30 X X X X X X X 7 * % Over Pace: 0% 6% 25%
29 5 4 29 X X X X X X X X X 9 *
28 1 2 28 X X X 3 % In Pace: 70% 70% 64%
27 1 3 27 X X X X 4
26 1 0 26 X 1 % Under Pace: 30% 24% 11%
25 0 2 25 X X 2
24 0 0 24 0 Average Speed: 36 MPH 33 MPH 35 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 35 - 44 MPH 30 - 39 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 28 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 33 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 38 MPH 41 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/30/23

20.B

City of Hemet
Santa Fe Street
B/ Acacia Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM105
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 53 4 48
12:15 1 48 2 35
12:30 2 31 1 19
12:45 5 29 12 161 3 19 10 121 22 282
01:00 1 22 2 29
01:15 0 30 0 30
01:30 4 30 1 38
01:45 2 30 7 112 2 32 5 129 12 241
02:00 2 29 2 29
02:15 2 52 1 35
02:30 2 31 1 70
02:45 1 26 7 138 1 50 5 184 12 322
03:00 2 25 1 38
03:15 3 26 4 32
03:30 3 34 5 36
03:45 6 45 14 130 2 40 12 146 26 276
04:00 5 35 2 45
04:15 3 28 7 36
04:30 9 38 5 38
04:45 6 31 23 132 5 44 19 163 42 295
05:00 5 25 3 41
05:15 9 31 1 40
05:30 12 21 11 35
05:45 9 29 35 106 9 30 24 146 59 252
06:00 18 32 7 28
06:15 14 24 7 29
06:30 19 21 7 20
06:45 43 29 94 106 13 30 34 107 128 213
07:00 51 13 32 20
07:15 88 16 51 33
07:30 49 18 69 25
07:45 49 12 237 59 29 22 181 100 418 159
08:00 43 15 29 18
08:15 23 16 24 19
08:30 46 9 32 15
08:45 43 9 155 49 47 18 132 70 287 119
09:00 28 7 33 2
09:15 42 10 36 10
09:30 38 7 34 7
09:45 41 11 149 35 22 12 125 31 274 66
10:00 36 6 28 7
10:15 37 10 24 11
10:30 36 7 32 9
10:45 32 3 141 26 15 4 99 31 240 57
11:00 41 5 37 10
11:15 34 5 36 7
11:30 34 4 33 4
11:45 47 3 156 17 25 4 131 25 287 42
Total 1030 1071 1030 1071 777 1253 777 1253 1807 2324
Combined
Total 2101 2101 2030 2030 4131
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 237 - - - 181 - - - - -
P.H.F. 0.673 0.656
PM Peak - - 12:00 - - - 02:15 - - - -
Vol. - - 161 - - - 193 - - - -
P.H.F. 0.759 0.689
Percentag
e

49.0% 51.0% 38.3% 61.7%
ADT/AADT ADT 4,131 AADT 4,131

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A116
Seattle Street between Menlo and Cawston

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
116
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Seattle St
From: Menlo Ave To: Cawston Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30
10 MPH Pace 28-37 MPH
Percent in Pace 76%
Street Classification: Collector
Length of Street Segment: 0.45 Miles
Average Daily Traffic: 801
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed EB WB VEH. Location: Seattle Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Menlo Avenue - Cawston Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 2 44 X X 2 Time
43 0 0 43 0 From: 11:50
42 0 1 42 X 1
41 2 1 41 X X X 3 Time
40 0 1 40 X 1 To: 12:50
39 1 0 39 X 1
38 3 1 38 X X X X 4 Existing
37 2 3 37 X X X X X 5 * Speed Limit: 30 MPH
36 1 1 36 X X 2 *
35 4 1 35 X X X X X 5 *
34 5 4 34 X X X X X X X X X 9 P
33 6 6 33 X X X X X X X X X X X X 12 A
32 4 4 32 X X X X X X X X 8 C
31 6 7 31 X X X X X X X X X X X X X 13 E Eastbound Westbound Combined Statistics 30 2 7 30 X X X X X X X X X 9 * % Over Pace: 18% 12% 12% 29 3 2 29 X X X X X 5 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 78% 78% 76%
27 3 1 27 X X X X 4
26 2 1 26 X X X 3 % Under Pace: 4% 10% 12%
25 0 3 25 X X X 3
24 1 0 24 X 1 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 26 - 35 MPH 28 - 37 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/28/23

20.B

City of Hemet
Seattle Street
B/ Menlo Avenue - Cawston Avenue
24 Hour Directional Volume Count
HEM106
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 5/3/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 11 1 15
12:15 0 15 2 6
12:30 0 4 0 3
12:45 0 3 1 33 0 4 3 28 4 61
01:00 0 6 0 9
01:15 0 7 1 8
01:30 1 3 1 5
01:45 0 7 1 23 1 7 3 29 4 52
02:00 0 1 0 5
02:15 0 8 0 7
02:30 0 12 2 5
02:45 0 6 0 27 1 8 3 25 3 52
03:00 0 5 0 12
03:15 0 14 0 6
03:30 0 18 2 9
03:45 1 9 1 46 2 9 4 36 5 82
04:00 0 6 0 7
04:15 0 7 0 7
04:30 1 4 0 3
04:45 1 6 2 23 4 7 4 24 6 47
05:00 1 10 6 4
05:15 2 8 4 4
05:30 3 3 3 8
05:45 1 6 7 27 1 5 14 21 21 48
06:00 1 7 4 2
06:15 0 5 1 5
06:30 1 5 2 8
06:45 2 5 4 22 6 6 13 21 17 43
07:00 16 2 10 4
07:15 18 7 15 6
07:30 8 4 9 4
07:45 2 2 44 15 5 4 39 18 83 33
08:00 7 1 5 2
08:15 5 5 8 3
08:30 9 3 4 1
08:45 8 4 29 13 11 3 28 9 57 22
09:00 5 2 2 8
09:15 3 3 9 2
09:30 10 0 9 0
09:45 6 2 24 7 6 1 26 11 50 18
10:00 3 1 4 1
10:15 4 2 4 2
10:30 6 1 6 1
10:45 2 0 15 4 4 1 18 5 33 9
11:00 5 0 9 0
11:15 3 1 2 1
11:30 4 4 3 2
11:45 6 0 18 5 10 1 24 4 42 9
Total 146 245 146 245 179 231 179 231 325 476
Combined
Total 391 391 410 410 801
AM Peak - 06:45 - - - 06:45 - - - - -
Vol. - 44 - - - 40 - - - - -
P.H.F. 0.611 0.667
PM Peak - - 03:15 - - - 03:00 - - - -
Vol. - - 47 - - - 36 - - - -
P.H.F. 0.653 0.750
Percentag
e

37.3% 62.7% 43.7% 56.3%
ADT/AADT ADT 801 AADT 801

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A117
Seven Hills Drive between Stetson and South End

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
117
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Seven Hills Dr
From: Stetson Ave To: South End
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 32 MPH
50 Percentile 29 MPH
Existing Posted Speed Limit 25
10 MPH Pace 25-34 MPH
Percent in Pace 89%
Street Classification: Collector
Length of Street Segment: 0.98 Miles
Average Daily Traffic: 2,735
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.68
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(B); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 25 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 25 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Seven Hills Drive
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Stetson Avenue - South End
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 11:00
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 11:30
39 0 0 39 0
38 1 0 38 X 1 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 2 36 X X 2
35 1 0 35 X 1
34 4 2 34 X X X X X X 6 *
33 0 3 33 X X X 3 *
32 6 2 32 X X X X X X X X 8 *
31 5 4 31 X X X X X X X X X 9 P Northbound Southbound Combined Statistics 30 2 5 30 X X X X X X X 7 A % Over Pace: 4% 4% 4%
29 6 8 29 X X X X X X X X X X X X X X 14 C
28 8 7 28 X X X X X X X X X X X X X X X 15 E % In Pace: 88% 90% 89% 27 6 6 27 X X X X X X X X X X X X 12 *
26 4 5 26 X X X X X X X X X 9 * % Under Pace: 8% 6% 7%
25 3 3 25 X X X X X X 6 *
24 2 2 24 X X X X 4 Average Speed: 29 MPH 29 MPH 29 MPH 23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 25 - 34 MPH 25 - 34 MPH 25 - 34 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 26 MPH 26 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 29 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
Seven Hills Drive
B/ Stetson Avenue - South End
24 Hour Directional Volume Count
HEM107
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/12/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 33 2 38
12:15 3 31 2 23
12:30 0 32 0 29
12:45 0 37 3 133 2 34 6 124 9 257
01:00 0 47 0 30
01:15 0 43 1 27
01:30 1 31 1 29
01:45 0 24 1 145 0 28 2 114 3 259
02:00 2 33 1 33
02:15 0 33 0 30
02:30 0 21 0 19
02:45 1 22 3 109 0 28 1 110 4 219
03:00 1 42 2 42
03:15 1 29 0 42
03:30 1 26 1 26
03:45 3 23 6 120 1 22 4 132 10 252
04:00 3 17 3 33
04:15 1 21 1 31
04:30 1 27 0 30
04:45 2 30 7 95 4 25 8 119 15 214
05:00 3 15 5 24
05:15 6 16 1 20
05:30 3 13 1 26
05:45 5 18 17 62 2 24 9 94 26 156
06:00 10 19 0 20
06:15 7 22 1 11
06:30 12 12 5 22
06:45 12 12 41 65 7 24 13 77 54 142
07:00 5 13 11 20
07:15 13 6 7 16
07:30 20 9 9 10
07:45 17 9 55 37 8 10 35 56 90 93
08:00 17 5 10 7
08:15 18 2 15 18
08:30 24 4 16 9
08:45 22 2 81 13 21 8 62 42 143 55
09:00 35 5 19 7
09:15 22 1 15 4
09:30 28 3 19 7
09:45 25 2 110 11 25 6 78 24 188 35
10:00 29 2 30 3
10:15 39 3 17 4
10:30 31 3 28 1
10:45 36 1 135 9 21 3 96 11 231 20
11:00 33 1 40 4
11:15 28 0 28 2
11:30 35 1 31 4
11:45 25 1 121 3 25 2 124 12 245 15
Total 580 802 580 802 438 915 438 915 1018 1717
Combined
Total 1382 1382 1353 1353 2735
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 139 - - - 124 - - - - -
P.H.F. 0.891 0.775
PM Peak - - 00:30 - - - 02:45 - - - -
Vol. - - 159 - - - 138 - - - -
P.H.F. 0.846 0.821
Percentag
e

42.0% 58.0% 32.4% 67.6%
ADT/AADT ADT 2,735 AADT 2,735

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A118
Soboba Street between Mountain and Berkley

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
118
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Soboba St
From: Mountain Ave To: Berkley Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40
10 MPH Pace 38-47 MPH
Percent in Pace 64%
Street Classification: Collector
Length of Street Segment: 0.27 Miles
Average Daily Traffic: 3,031
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: Currently adopted speed limit or immediately prior adopted speed limit shall only be retained, by ordinance, if after completing an E&TS, local agency finds that the speed limit is still more than reasonable or safe, and that speed limit was established with an E&TS and if a registered engineer has evaluated the section of highway and determined that no additional general purpose lanes have been added to the roadway since completion of the traffic survey that established the prior speed limit (CVC 22358.8(a); CA-MUTCD Section 2B.13, Standard 12ag).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the existing posted speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Mountain Avenue - Berkley Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 1 1 56 X X 2
55 0 0 55 0
54 1 0 54 X 1 Time
53 4 2 53 X X X X X X 6 From: 10:30
52 0 1 52 X 1
51 2 0 51 X X 2 Time
50 2 1 50 X X X 3 To: 10:50
49 3 2 49 X X X X X 5
48 2 2 48 X X X X 4 Existing
47 4 1 47 X X X X X 5 * Speed Limit: 40 MPH
46 3 1 46 X X X X 4 *
45 5 3 45 X X X X X X X X 8 *
44 6 3 44 X X X X X X X X X 9 P
43 1 4 43 X X X X X 5 A
42 2 6 42 X X X X X X X X 8 C
41 3 2 41 X X X X X 5 E Northbound Southbound Combined Statistics 40 1 6 40 X X X X X X X 7 * % Over Pace: 26% 18% 24%
39 5 3 39 X X X X X X X X 8 *
38 2 3 38 X X X X X 5 * % In Pace: 64% 64% 64%
37 1 1 37 X X 2
36 2 1 36 X X X 3 % Under Pace: 10% 18% 12%
35 0 2 35 X X 2
34 0 2 34 X X 2 Average Speed: 45 MPH 42 MPH 44 MPH
33 0 1 33 X 1
32 0 1 32 X 1 Pace Speed: 39 - 48 MPH 38 - 47 MPH 38 - 47 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 39 MPH 36 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 45 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 51 MPH 48 MPH 49 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Soboba Street
B/ Mountain Avenue - Berkley Avenue
24 Hour Directional Volume Count
HEM108
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/20/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 16 6 15
12:15 6 20 5 15
12:30 2 14 7 24
12:45 3 20 15 70 3 15 21 69 36 139
01:00 3 17 2 15
01:15 2 17 1 24
01:30 1 27 1 13
01:45 1 20 7 81 3 34 7 86 14 167
02:00 2 26 8 34
02:15 1 52 1 22
02:30 1 24 3 24
02:45 2 15 6 117 2 39 14 119 20 236
03:00 2 32 0 25
03:15 3 24 0 24
03:30 5 27 3 40
03:45 5 27 15 110 3 23 6 112 21 222
04:00 7 44 3 21
04:15 5 22 4 45
04:30 16 26 3 26
04:45 19 24 47 116 2 40 12 132 59 248
05:00 12 28 5 21
05:15 15 21 4 22
05:30 17 19 6 32
05:45 14 22 58 90 8 34 23 109 81 199
06:00 21 23 6 34
06:15 20 21 9 22
06:30 25 13 12 16
06:45 24 29 90 86 16 21 43 93 133 179
07:00 43 12 26 10
07:15 33 14 30 21
07:30 46 19 33 12
07:45 53 21 175 66 36 13 125 56 300 122
08:00 28 17 29 19
08:15 22 15 22 15
08:30 21 10 27 15
08:45 14 13 85 55 13 14 91 63 176 118
09:00 23 6 14 8
09:15 11 8 11 7
09:30 14 8 12 9
09:45 14 6 62 28 24 10 61 34 123 62
10:00 17 7 8 11
10:15 21 9 20 5
10:30 8 8 17 6
10:45 20 4 66 28 19 7 64 29 130 57
11:00 21 4 12 8
11:15 23 2 11 4
11:30 23 0 25 7
11:45 22 2 89 8 22 3 70 22 159 30
Total 715 855 715 855 537 924 537 924 1252 1779
Combined
Total 1570 1570 1461 1461 3031
AM Peak - 07:00 - - - 07:15 - - - - -
Vol. - 175 - - - 128 - - - - -
P.H.F. 0.825 0.889
PM Peak - - 01:30 - - - 04:00 - - - -
Vol. - - 125 - - - 132 - - - -
P.H.F. 0.601 0.733
Percentag
e

45.5% 54.5% 36.8% 63.2%
ADT/AADT ADT 3,031 AADT 3,031

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A119
Soboba Street between Berkley and Charlton

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
119
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Soboba St
From: Berkley Ave To: Charlton Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 44 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit Not Posted (NB) / 40 (SB)
10 MPH Pace 35-44 MPH
Percent in Pace 71%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,099
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.00
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Berkley Avenue - Charlton Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 2 55 X X 2
54 0 0 54 0 Time
53 0 0 53 0 From: 10:50
52 0 2 52 X X 2
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 11:20
49 2 1 49 X X X 3
48 1 0 48 X 1 Existing
47 2 0 47 X X 2 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 0 45 X 1
44 2 4 44 X X X X X X 6 *
43 2 5 43 X X X X X X X 7 *
42 2 1 42 X X X 3 *
41 3 4 41 X X X X X X X 7 P Northbound Southbound Combined Statistics 40 6 2 40 X X X X X X X X 8 A % Over Pace: 14% 16% 15%
39 4 4 39 X X X X X X X X 8 C
38 4 6 38 X X X X X X X X X X 10 E % In Pace: 74% 68% 71% 37 4 2 37 X X X X X X 6 *
36 6 3 36 X X X X X X X X X 9 * % Under Pace: 12% 16% 14% 35 4 3 35 X X X X X X X 7 *
34 1 2 34 X X X 3 Average Speed: 39 MPH 40 MPH 40 MPH
33 2 1 33 X X X 3
32 0 3 32 X X X 3 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 1 0 31 X 1
30 1 2 30 X X X 3
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 34 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 39 MPH 39 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 44 MPH 46 MPH 44 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Soboba Street
B/ Berkley Avenue - Charlton Avenue
24 Hour Directional Volume Count
HEM109
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 33 6 31
12:15 7 37 5 25
12:30 2 23 6 26
12:45 3 18 16 111 3 23 20 105 36 216
01:00 3 22 2 17
01:15 2 26 1 20
01:30 1 24 1 18
01:45 0 17 6 89 2 13 6 68 12 157
02:00 0 19 2 26
02:15 1 19 0 41
02:30 1 21 2 27
02:45 2 18 4 77 2 33 6 127 10 204
03:00 2 21 2 29
03:15 6 24 3 32
03:30 3 30 0 31
03:45 3 40 14 115 4 22 9 114 23 229
04:00 6 21 3 31
04:15 6 35 4 33
04:30 10 26 0 31
04:45 11 27 33 109 6 29 13 124 46 233
05:00 11 9 3 30
05:15 8 28 9 26
05:30 22 26 7 28
05:45 10 19 51 82 7 35 26 119 77 201
06:00 15 25 5 21
06:15 22 25 12 24
06:30 15 28 16 29
06:45 22 20 74 98 18 23 51 97 125 195
07:00 29 15 39 21
07:15 43 19 27 12
07:30 32 17 28 17
07:45 35 11 139 62 41 14 135 64 274 126
08:00 30 17 36 21
08:15 33 12 28 17
08:30 23 11 30 21
08:45 24 17 110 57 23 9 117 68 227 125
09:00 17 9 26 7
09:15 18 8 19 7
09:30 23 4 23 9
09:45 28 8 86 29 22 16 90 39 176 68
10:00 11 6 13 10
10:15 11 9 19 5
10:30 15 1 18 4
10:45 19 3 56 19 16 4 66 23 122 42
11:00 17 4 17 5
11:15 18 5 15 5
11:30 22 3 15 7
11:45 23 0 80 12 18 1 65 18 145 30
Total 669 860 669 860 604 966 604 966 1273 1826
Combined
Total 1529 1529 1570 1570 3099
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 140 - - - 135 - - - - -
P.H.F. 0.814 0.823
PM Peak - - 03:30 - - - 02:15 - - - -
Vol. - - 126 - - - 130 - - - -
P.H.F. 0.788 0.793
Percentag
e

43.8% 56.2% 38.5% 61.5%
ADT/AADT ADT 3,099 AADT 3,099

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A120
Soboba Street between Charlton and Lincoln

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
120
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Soboba St
From: Charlton Ave To: Lincoln Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 41 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 35
10 MPH Pace 34-43 MPH
Percent in Pace 86%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,413
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.23
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Charlton Avenue - Lincoln Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:20
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 11:40
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 0 0 45 0
44 2 2 44 X X X X 4
43 2 2 43 X X X X 4 *
42 3 2 42 X X X X X 5 *
41 6 2 41 X X X X X X X X 8 * Northbound Southbound Combined Statistics 40 5 2 40 X X X X X X X 7 P % Over Pace: 2% 6% 6%
39 7 9 39 X X X X X X X X X X X X X X X X 16 A
38 7 5 38 X X X X X X X X X X X X 12 C % In Pace: 92% 82% 86% 37 4 1 37 X X X X X 5 E
36 8 10 36 X X X X X X X X X X X X X X X X X X 18 * % Under Pace: 6% 12% 8% 35 2 4 35 X X X X X X 6 *
34 1 4 34 X X X X X 5 * Average Speed: 39 MPH 37 MPH 38 MPH 33 0 1 33 X 1
32 1 3 32 X X X X 4 Pace Speed: 35 - 44 MPH 34 - 43 MPH 34 - 43 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 34 MPH 35 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 37 MPH 38 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 41 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Soboba Street
B/ Lincoln Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM111
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 27 6 52
12:15 4 37 6 43
12:30 2 8 5 28
12:45 4 29 16 101 4 34 21 157 37 258
01:00 3 29 2 21
01:15 1 17 3 24
01:30 0 22 0 23
01:45 0 17 4 85 1 20 6 88 10 173
02:00 0 17 3 33
02:15 2 21 0 39
02:30 0 26 2 30
02:45 3 20 5 84 2 35 7 137 12 221
03:00 2 26 3 38
03:15 7 30 1 49
03:30 3 43 2 41
03:45 2 43 14 142 4 37 10 165 24 307
04:00 7 25 5 49
04:15 4 46 3 47
04:30 7 28 2 40
04:45 10 36 28 135 7 35 17 171 45 306
05:00 10 18 7 39
05:15 9 40 14 28
05:30 21 24 12 38
05:45 13 26 53 108 13 44 46 149 99 257
06:00 15 21 9 33
06:15 25 26 12 28
06:30 17 22 15 27
06:45 26 23 83 92 27 33 63 121 146 213
07:00 33 21 31 26
07:15 54 23 49 20
07:30 34 9 65 15
07:45 46 15 167 68 60 19 205 80 372 148
08:00 42 17 34 28
08:15 29 11 34 28
08:30 29 9 34 21
08:45 26 23 126 60 27 12 129 89 255 149
09:00 18 10 23 11
09:15 21 9 31 8
09:30 22 4 35 10
09:45 31 7 92 30 28 18 117 47 209 77
10:00 21 5 15 12
10:15 11 5 25 7
10:30 22 2 20 5
10:45 18 6 72 18 23 6 83 30 155 48
11:00 17 3 23 6
11:15 26 5 26 6
11:30 25 3 23 9
11:45 30 0 98 11 25 3 97 24 195 35
Total 758 934 758 934 801 1258 801 1258 1559 2192
Combined
Total 1692 1692 2059 2059 3751
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 176 - - - 208 - - - - -
P.H.F. 0.815 0.800
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 157 - - - 176 - - - -
P.H.F. 0.853 0.898
Percentag
e

44.8% 55.2% 38.9% 61.1%
ADT/AADT ADT 3,751 AADT 3,751

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A121
Soboba Street between Lincoln and Florida

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
121
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: Soboba St
From: Lincoln Ave To: Florida Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 41 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35
10 MPH Pace 33-42 MPH
Percent in Pace 78%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,751
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.91
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: Soboba Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lincoln Avenue - Florida Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:40
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:00
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 2 0 46 X X 2
45 1 0 45 X 1
44 0 0 44 0
43 2 2 43 X X X X 4
42 1 3 42 X X X X 4 *
41 5 2 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 1 4 40 X X X X X 5 * % Over Pace: 12% 4% 7%
39 6 7 39 X X X X X X X X X X X X X 13 P
38 6 2 38 X X X X X X X X 8 A % In Pace: 78% 80% 78%
37 8 3 37 X X X X X X X X X X X 11 C
36 2 5 36 X X X X X X X 7 E % Under Pace: 10% 16% 15%
35 3 4 35 X X X X X X X 7 *
34 2 6 34 X X X X X X X X 8 * Average Speed: 37 MPH 36 MPH 37 MPH 33 4 4 33 X X X X X X X X 8 *
32 2 2 32 X X X X 4 Pace Speed: 32 - 41 MPH 33 - 42 MPH 33 - 42 MPH 31 4 1 31 X X X X X 5
30 1 1 30 X X 2
29 0 1 29 X 1 15th Percentile / Critical Speed: 33 MPH 32 MPH 32 MPH 28 0 2 28 X X 2
27 0 1 27 X 1 50th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 40 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/8/23

20.B

City of Hemet
Soboba Street
B/ Charlton Avenue - Lincoln Avenue
24 Hour Directional Volume Count
HEM110
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/19/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 33 6 35
12:15 7 41 5 34
12:30 2 19 6 32
12:45 3 19 17 112 3 22 20 123 37 235
01:00 3 26 2 23
01:15 1 17 1 23
01:30 1 25 2 24
01:45 0 18 5 86 1 13 6 83 11 169
02:00 0 19 3 25
02:15 0 19 0 40
02:30 1 23 2 26
02:45 1 20 2 81 2 32 7 123 9 204
03:00 3 24 2 33
03:15 6 27 3 36
03:30 3 39 1 31
03:45 2 40 14 130 4 32 10 132 24 262
04:00 7 27 4 38
04:15 5 38 3 36
04:30 7 27 2 34
04:45 10 32 29 124 6 28 15 136 44 260
05:00 8 17 3 34
05:15 10 28 13 27
05:30 20 32 10 30
05:45 15 21 53 98 15 43 41 134 94 232
06:00 15 25 7 27
06:15 21 24 12 26
06:30 19 26 19 28
06:45 26 24 81 99 23 29 61 110 142 209
07:00 42 19 29 18
07:15 59 23 40 17
07:30 39 16 46 14
07:45 37 12 177 70 46 20 161 69 338 139
08:00 30 18 33 20
08:15 27 11 29 23
08:30 28 9 29 22
08:45 25 19 110 57 22 7 113 72 223 129
09:00 17 11 21 10
09:15 19 9 24 8
09:30 21 5 25 7
09:45 25 7 82 32 27 19 97 44 179 76
10:00 22 7 7 11
10:15 12 7 21 6
10:30 20 2 18 3
10:45 21 3 75 19 16 4 62 24 137 43
11:00 25 3 22 6
11:15 25 2 26 5
11:30 29 7 16 9
11:45 26 0 105 12 15 1 79 21 184 33
Total 750 920 750 920 672 1071 672 1071 1422 1991
Combined
Total 1670 1670 1743 1743 3413
AM Peak - 07:00 - - - 07:15 - - - - -
Vol. - 177 - - - 165 - - - - -
P.H.F. 0.750 0.897
PM Peak - - 03:30 - - - 03:45 - - - -
Vol. - - 144 - - - 140 - - - -
P.H.F. 0.900 0.921
Percentag
e

44.9% 55.1% 38.6% 61.4%
ADT/AADT ADT 3,413 AADT 3,413

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A122
State Street between Esplanade and Fruitvale

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
122
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Esplanade Ave To: Fruitvale Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 55 MPH
50 Percentile 47 MPH
Existing Posted Speed Limit 40
10 MPH Pace 42-51 MPH
Percent in Pace 49%
Street Classification: Divided Secondary
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 20,195
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.66
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 27K Speed zoning should be in 10 mph increments except in urban areas where 5 mph increments are preferable).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 50 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 50 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
75 0 0 75 0
74 0 0 74 0
73 0 0 73 0 Between: Esplanade Avenue - Fruitvale Avenue 72 0 0 72 0
71 0 0 71 0
70 0 0 70 0 Weather: Clear
69 0 0 69 0
68 0 0 68 0
67 0 0 67 0 Date:
66 0 0 66 0
65 0 0 65 0
64 0 0 64 0 Time
63 2 0 63 X X 2 From: 11:30
62 0 0 62 0
61 1 0 61 X 1 Time
60 3 0 60 X X X 3 To: 11:50
59 1 0 59 X 1
58 1 1 58 X X 2 Existing
57 1 0 57 X 1 Speed Limit: 40 MPH
56 2 1 56 X X X 3
55 1 5 55 X X X X X X 6
54 0 4 54 X X X X 4
53 4 0 53 X X X X 4
52 1 1 52 X X 2
51 2 3 51 X X X X X 5 * Northbound Southbound Combined Statistics 50 1 2 50 X X X 3 * % Over Pace: 24% 24% 29%
49 3 2 49 X X X X X 5 *
48 5 0 48 X X X X X 5 P % In Pace: 52% 50% 49%
47 3 1 47 X X X X 4 A
46 2 3 46 X X X X X 5 C % Under Pace: 24% 26% 22%
45 3 3 45 X X X X X X 6 E
44 2 3 44 X X X X X 5 * Average Speed: 49 MPH 46 MPH 47 MPH 43 2 3 43 X X X X X 5 *
42 1 5 42 X X X X X X 6 * Pace Speed: 44 - 53 MPH 42 - 51 MPH 42 - 51 MPH 41 1 0 41 X 1
40 3 2 40 X X X X X 5
39 2 2 39 X X X X 4 15th Percentile / Critical Speed: 40 MPH 38 MPH 39 MPH 38 1 2 38 X X X 3
37 1 2 37 X X X 3 50th Percentile / Critical Speed: 48 MPH 45 MPH 47 MPH 36 1 1 36 X X 2
35 0 2 35 X X 2 85th Percentile / Critical Speed: 58 MPH 54 MPH 55 MPH 34 0 0 34 0
33 0 2 33 X X 2
32 0 0 32 0
31 0 0 31 0
30 0 0 30 0
29 0 0 29 0
28 0 0 28 0
27 0 0 27 0
26 0 0 26 0
25 0 0 25 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Esplanade Avenue - Fruitvale Avenue
24 Hour Directional Volume Count
HEM112
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 167 20 121
12:15 18 144 24 162
12:30 10 175 26 170
12:45 15 148 61 634 25 144 95 597 156 1231
01:00 13 187 17 162
01:15 12 145 19 155
01:30 12 152 9 141
01:45 13 179 50 663 20 177 65 635 115 1298
02:00 15 177 20 163
02:15 6 203 15 209
02:30 15 189 16 179
02:45 15 203 51 772 20 207 71 758 122 1530
03:00 13 180 17 210
03:15 23 180 20 217
03:30 30 195 23 207
03:45 27 193 93 748 15 220 75 854 168 1602
04:00 44 183 20 208
04:15 60 167 20 205
04:30 51 180 27 196
04:45 64 178 219 708 25 160 92 769 311 1477
05:00 75 192 20 230
05:15 80 172 27 172
05:30 92 159 36 170
05:45 95 146 342 669 59 161 142 733 484 1402
06:00 96 157 63 206
06:15 97 126 66 145
06:30 117 121 72 139
06:45 127 114 437 518 90 159 291 649 728 1167
07:00 161 99 100 120
07:15 179 123 128 106
07:30 183 82 156 108
07:45 181 88 704 392 195 89 579 423 1283 815
08:00 179 72 171 91
08:15 211 82 194 71
08:30 129 63 176 66
08:45 138 71 657 288 152 65 693 293 1350 581
09:00 138 57 122 57
09:15 142 53 114 59
09:30 125 57 147 65
09:45 135 33 540 200 141 48 524 229 1064 429
10:00 152 39 150 41
10:15 127 32 151 50
10:30 145 31 128 39
10:45 141 32 565 134 155 40 584 170 1149 304
11:00 181 22 128 29
11:15 170 29 146 30
11:30 152 21 147 32
11:45 153 19 656 91 135 35 556 126 1212 217
Total 4375 5817 4375 5817 3767 6236 3767 6236 8142 12053 Combined
Total 10192 10192 10003 10003 20195
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 754 - - - 736 - - - - -
P.H.F. 0.893 0.944
PM Peak - - 02:15 - - - 03:00 - - - -
Vol. - - 775 - - - 854 - - - -
P.H.F. 0.954 0.970
Percentag
e

42.9% 57.1% 37.7% 62.3%
ADT/AADT ADT 20,195 AADT 20,195

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A123
State Street between Fruitvale and Menlo

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
123
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Fruitvale Ave To: Menlo Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 45 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40
10 MPH Pace 36-45 MPH
Percent in Pace 79%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 21,256
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.20
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fruitvale Avenue - Menlo Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 11:50
52 0 0 52 0
51 2 0 51 X X 2 Time
50 2 0 50 X X 2 To: 12:10
49 2 0 49 X X 2
48 1 1 48 X X 2 Existing
47 2 1 47 X X X 3 Speed Limit: 40 MPH
46 0 1 46 X 1
45 1 3 45 X X X X 4 *
44 2 2 44 X X X X 4 *
43 3 7 43 X X X X X X X X X X 10 *
42 2 3 42 X X X X X 5 P
41 6 3 41 X X X X X X X X X 9 A Northbound Southbound Combined Statistics 40 5 6 40 X X X X X X X X X X X 11 C % Over Pace: 20% 6% 12% 39 4 3 39 X X X X X X X 7 E
38 5 6 38 X X X X X X X X X X X 11 * % In Pace: 74% 86% 79% 37 5 5 37 X X X X X X X X X X 10 *
36 3 5 36 X X X X X X X X 8 * % Under Pace: 6% 8% 9%
35 2 0 35 X X 2
34 1 3 34 X X X X 4 Average Speed: 41 MPH 40 MPH 40 MPH 33 1 0 33 X 1
32 1 0 32 X 1 Pace Speed: 35 - 44 MPH 36 - 45 MPH 36 - 45 MPH 31 0 1 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 40 MPH 40 MPH 40 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 44 MPH 45 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Fruitvale Avenue - Menlo Avenue
24 Hour Directional Volume Count
HEM113
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 23 214 22 138
12:15 17 155 23 162
12:30 6 216 22 180
12:45 14 155 60 740 22 146 89 626 149 1366
01:00 12 223 18 172
01:15 9 179 16 146
01:30 13 167 8 172
01:45 12 178 46 747 17 177 59 667 105 1414
02:00 10 190 18 192
02:15 7 198 11 245
02:30 14 230 13 201
02:45 12 229 43 847 15 265 57 903 100 1750
03:00 10 213 17 248
03:15 15 201 17 287
03:30 26 211 23 232
03:45 25 206 76 831 15 236 72 1003 148 1834
04:00 34 208 23 234
04:15 53 165 18 252
04:30 44 194 25 257
04:45 61 159 192 726 30 191 96 934 288 1660
05:00 67 190 28 259
05:15 73 176 33 186
05:30 77 148 37 185
05:45 80 137 297 651 56 174 154 804 451 1455
06:00 87 161 66 197
06:15 91 131 81 159
06:30 119 112 82 140
06:45 133 113 430 517 104 154 333 650 763 1167
07:00 134 116 125 132
07:15 146 124 123 98
07:30 179 87 156 102
07:45 169 85 628 412 237 90 641 422 1269 834
08:00 191 80 140 74
08:15 199 82 176 69
08:30 150 53 193 72
08:45 146 65 686 280 175 72 684 287 1370 567
09:00 165 73 135 57
09:15 147 56 125 51
09:30 151 57 135 70
09:45 158 34 621 220 148 42 543 220 1164 440
10:00 149 43 160 37
10:15 127 27 146 41
10:30 144 28 149 33
10:45 160 35 580 133 152 31 607 142 1187 275
11:00 182 26 132 30
11:15 183 35 149 28
11:30 155 24 147 29
11:45 169 23 689 108 155 33 583 120 1272 228
Total 4348 6212 4348 6212 3918 6778 3918 6778 8266 12990 Combined
Total 10560 10560 10696 10696 21256
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 738 - - - 746 - - - - -
P.H.F. 0.927 0.787
PM Peak - - 02:30 - - - 02:45 - - - -
Vol. - - 873 - - - 1032 - - - -
P.H.F. 0.949 0.899
Percentag
e

41.2% 58.8% 36.6% 63.4%
ADT/AADT ADT 21,256 AADT 21,256

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A124
State Street between Menlo and Oakland

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
124
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Menlo Ave To: Oakland Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 42 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 40
10 MPH Pace 33-42 MPH
Percent in Pace 81%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 17,315
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.11
California Statewide Accidents Rate (MVM): 1.05
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Menlo Avenue - Oakland Avenue
62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:10
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:30
49 0 0 49 0
48 0 0 48 0 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 0 1 45 X 1
44 6 1 44 X X X X X X X 7
43 0 1 43 X 1
42 1 2 42 X X X 3 *
41 4 2 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 5 4 40 X X X X X X X X X 9 * % Over Pace: 2% 10% 12% 39 8 2 39 X X X X X X X X X X 10 P
38 7 6 38 X X X X X X X X X X X X X 13 A % In Pace: 86% 82% 81% 37 4 7 37 X X X X X X X X X X X 11 C
36 4 6 36 X X X X X X X X X X 10 E % Under Pace: 12% 8% 7% 35 4 4 35 X X X X X X X X 8 *
34 3 6 34 X X X X X X X X X 9 * Average Speed: 38 MPH 37 MPH 38 MPH 33 0 2 33 X X 2 *
32 1 2 32 X X X 3 Pace Speed: 35 - 44 MPH 33 - 42 MPH 33 - 42 MPH 31 1 0 31 X 1
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 41 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Menlo Avenue - Oakland Avenue
24 Hour Directional Volume Count
HEM114
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 167 20 136
12:15 15 126 16 140
12:30 5 151 19 149
12:45 12 133 53 577 22 144 77 569 130 1146
01:00 13 168 14 123
01:15 8 122 15 134
01:30 14 150 10 147
01:45 11 130 46 570 15 154 54 558 100 1128
02:00 8 148 18 123
02:15 8 166 12 141
02:30 13 163 10 153
02:45 7 175 36 652 15 163 55 580 91 1232
03:00 8 168 13 176
03:15 13 163 16 197
03:30 21 157 23 158
03:45 20 182 62 670 10 175 62 706 124 1376
04:00 27 160 21 183
04:15 41 148 16 185
04:30 37 154 24 181
04:45 53 156 158 618 32 139 93 688 251 1306
05:00 53 151 26 162
05:15 58 157 27 164
05:30 63 144 32 146
05:45 68 131 242 583 61 139 146 611 388 1194
06:00 68 155 58 163
06:15 73 130 78 128
06:30 92 105 66 107
06:45 114 109 347 499 93 128 295 526 642 1025
07:00 99 99 85 101
07:15 137 106 93 77
07:30 148 82 117 86
07:45 137 81 521 368 131 71 426 335 947 703
08:00 158 66 107 68
08:15 129 77 151 54
08:30 126 50 141 57
08:45 134 59 547 252 148 67 547 246 1094 498
09:00 115 65 100 47
09:15 129 49 107 45
09:30 137 49 138 54
09:45 119 33 500 196 128 29 473 175 973 371
10:00 132 41 147 36
10:15 125 23 129 29
10:30 122 24 143 31
10:45 143 31 522 119 134 25 553 121 1075 240
11:00 135 23 123 20
11:15 137 24 125 23
11:30 144 30 127 23
11:45 154 22 570 99 142 29 517 95 1087 194
Total 3604 5203 3604 5203 3298 5210 3298 5210 6902 10413 Combined
Total 8807 8807 8508 8508 17315
AM Peak - 07:15 - - - 10:00 - - - - -
Vol. - 580 - - - 553 - - - - -
P.H.F. 0.918 0.916
PM Peak - - 02:15 - - - 03:45 - - - -
Vol. - - 672 - - - 724 - - - -
P.H.F. 0.960 0.978
Percentag
e

40.9% 59.1% 38.8% 61.2%
ADT/AADT ADT 17,315 AADT 17,315

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A125
State Street between Oakland and Devonshire

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
125
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Oakland Ave To: Devonshire Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 41 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 40
10 MPH Pace 32-41 MPH
Percent in Pace 79%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 17,438
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.47
California Statewide Accidents Rate (MVM): 1.05
Justification: Speed limit shall be established at the nearest 5 mph increment of the 85th-percentile speed of free-flowing traffic. (CVC 22358.6(a); CA-MUTCD Section 2B.13, Standard 12a) TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 40 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 40 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Oakland Avenue - Devonshire Avenue 62 0 0 62 0
61 0 0 61 0
60 0 0 60 0 Weather: Clear
59 0 0 59 0
58 0 0 58 0
57 0 0 57 0 Date:
56 0 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 12:30
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:50
49 0 0 49 0
48 0 1 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 40 MPH
46 0 1 46 X 1
45 0 2 45 X X 2
44 2 0 44 X X 2
43 1 0 43 X 1
42 3 1 42 X X X X 4
41 3 2 41 X X X X X 5 * Northbound Southbound Combined Statistics 40 4 5 40 X X X X X X X X X 9 * % Over Pace: 0% 10% 12% 39 3 5 39 X X X X X X X X 8 *
38 6 6 38 X X X X X X X X X X X X 12 P % In Pace: 80% 78% 79% 37 6 3 37 X X X X X X X X X 9 A
36 9 2 36 X X X X X X X X X X X 11 C % Under Pace: 20% 12% 9% 35 3 7 35 X X X X X X X X X X 10 E
34 1 5 34 X X X X X X 6 * Average Speed: 37 MPH 37 MPH 37 MPH 33 1 3 33 X X X X 4 *
32 4 1 32 X X X X X 5 * Pace Speed: 35 - 44 MPH 33 - 42 MPH 32 - 41 MPH 31 1 2 31 X X X 3
30 1 1 30 X X 2
29 1 2 29 X X X 3 15th Percentile / Critical Speed: 32 MPH 33 MPH 33 MPH 28 0 0 28 0
27 1 0 27 X 1 50th Percentile / Critical Speed: 37 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 24 0 0 24 0
23 0 0 23 0
22 0 0 22 0
21 0 0 21 0
20 0 0 20 0
19 0 0 19 0
18 0 0 18 0
17 0 0 17 0
16 0 0 16 0
15 0 0 15 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Oakland Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM115
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/7/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 174 19 151
12:15 15 138 17 139
12:30 6 150 20 154
12:45 14 141 54 603 23 142 79 586 133 1189
01:00 10 170 13 131
01:15 10 123 14 122
01:30 13 154 10 150
01:45 12 148 45 595 12 145 49 548 94 1143
02:00 7 159 15 134
02:15 9 169 10 150
02:30 11 186 9 159
02:45 7 180 34 694 16 171 50 614 84 1308
03:00 7 165 12 181
03:15 13 174 14 187
03:30 21 152 20 164
03:45 17 176 58 667 9 176 55 708 113 1375
04:00 28 168 19 176
04:15 37 164 16 177
04:30 38 152 21 174
04:45 48 161 151 645 32 152 88 679 239 1324
05:00 49 153 26 164
05:15 51 166 29 175
05:30 65 136 28 139
05:45 55 127 220 582 60 138 143 616 363 1198
06:00 64 147 56 158
06:15 72 122 78 118
06:30 85 110 72 107
06:45 105 106 326 485 94 117 300 500 626 985
07:00 103 101 101 100
07:15 126 110 95 71
07:30 151 79 125 81
07:45 158 85 538 375 130 68 451 320 989 695
08:00 158 71 119 66
08:15 122 75 144 45
08:30 126 56 152 49
08:45 137 57 543 259 154 72 569 232 1112 491
09:00 127 65 109 47
09:15 117 56 109 42
09:30 146 44 132 49
09:45 112 35 502 200 127 33 477 171 979 371
10:00 143 40 144 33
10:15 118 22 134 29
10:30 124 24 139 30
10:45 137 29 522 115 146 25 563 117 1085 232
11:00 140 20 120 20
11:15 143 23 131 26
11:30 156 27 139 21
11:45 157 20 596 90 136 31 526 98 1122 188
Total 3589 5310 3589 5310 3350 5189 3350 5189 6939 10499 Combined
Total 8899 8899 8539 8539 17438
AM Peak - 11:00 - - - 08:00 - - - - -
Vol. - 596 - - - 569 - - - - -
P.H.F. 0.943 0.924
PM Peak - - 02:30 - - - 03:00 - - - -
Vol. - - 705 - - - 708 - - - -
P.H.F. 0.948 0.947
Percentag
e

40.3% 59.7% 39.2% 60.8%
ADT/AADT ADT 17,438 AADT 17,438

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A126
State Street between Devonshire and Latham

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
126
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Devonshire Ave To: Latham Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 35 MPH
50 Percentile 29 MPH
Existing Posted Speed Limit 30
10 MPH Pace 22-32 MPH
Percent in Pace 73%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.12 Miles
Average Daily Traffic: 16,387
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.68
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Devonshire Avenue - Latham Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 2 43 X X 2 From: 12:30
42 0 0 42 0
41 0 3 41 X X X 3 Time
40 0 1 40 X 1 To: 1:10
39 0 0 39 0
38 2 1 38 X X X 3 Existing
37 1 3 37 X X X X 4 Speed Limit: 30 MPH
36 0 0 36 0
35 2 2 35 X X X X 4
34 0 3 34 X X X 3
33 3 1 33 X X X X 4
32 3 3 32 X X X X X X 6 *
31 7 2 31 X X X X X X X X X 9 * Northbound Southbound Combined Statistics 30 3 5 30 X X X X X X X X 8 * % Over Pace: 10% 20% 24%
29 4 7 29 X X X X X X X X X X X 11 P
28 2 4 28 X X X X X X 6 A % In Pace: 80% 70% 73%
27 7 6 27 X X X X X X X X X X X X X 13 C
26 5 2 26 X X X X X X X 7 E % Under Pace: 10% 10% 3%
25 4 1 25 X X X X X 5 *
24 2 1 24 X X X 3 * Average Speed: 29 MPH 31 MPH 30 MPH 23 2 3 23 X X X X X 5 *
22 1 0 22 X 1 Pace Speed: 24 - 33 MPH 26 - 35 MPH 23 - 32 MPH 21 1 0 21 X 1
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed: 25 MPH 27 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 30 MPH 29 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 37 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Devonshire Avenue - Latham Avenue
24 Hour Directional Volume Count
HEM116
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/26/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 122 27 135
12:15 13 133 13 123
12:30 13 150 17 155
12:45 13 117 56 522 9 136 66 549 122 1071
01:00 5 142 24 124
01:15 11 120 6 133
01:30 13 128 6 141
01:45 8 142 37 532 6 147 42 545 79 1077
02:00 4 125 15 144
02:15 15 141 10 153
02:30 10 140 8 135
02:45 13 133 42 539 8 152 41 584 83 1123
03:00 11 128 8 135
03:15 9 130 15 143
03:30 22 144 9 147
03:45 12 131 54 533 13 165 45 590 99 1123
04:00 30 135 9 190
04:15 15 158 24 180
04:30 36 142 30 199
04:45 32 121 113 556 34 162 97 731 210 1287
05:00 46 159 37 185
05:15 51 125 26 164
05:30 71 109 33 140
05:45 56 121 224 514 51 123 147 612 371 1126
06:00 60 123 58 149
06:15 78 131 55 141
06:30 80 88 57 105
06:45 104 84 322 426 89 107 259 502 581 928
07:00 103 91 84 92
07:15 126 92 95 107
07:30 121 90 100 70
07:45 139 76 489 349 128 83 407 352 896 701
08:00 106 81 109 100
08:15 115 90 128 80
08:30 113 55 132 67
08:45 116 62 450 288 137 74 506 321 956 609
09:00 115 55 132 69
09:15 108 54 121 48
09:30 123 45 109 46
09:45 104 48 450 202 125 32 487 195 937 397
10:00 107 41 165 54
10:15 129 31 143 40
10:30 125 26 144 33
10:45 138 35 499 133 146 25 598 152 1097 285
11:00 132 21 127 29
11:15 120 22 124 25
11:30 106 25 144 22
11:45 148 15 506 83 142 27 537 103 1043 186
Total 3242 4677 3242 4677 3232 5236 3232 5236 6474 9913 Combined
Total 7919 7919 8468 8468 16387
AM Peak - 10:15 - - - 10:00 - - - - -
Vol. - 524 - - - 598 - - - - -
P.H.F. 0.949 0.906
PM Peak - - 04:15 - - - 03:45 - - - -
Vol. - - 580 - - - 734 - - - -
P.H.F. 0.912 0.922
Percentag
e

40.9% 59.1% 38.2% 61.8%
ADT/AADT ADT 16,387 AADT 16,387

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A127
State Street between Latham and Florida

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
127
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Latham Ave To: Florida Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 34 MPH
50 Percentile 27 MPH
Existing Posted Speed Limit 30 NB 25 SB
10 MPH Pace 22-31 MPH
Percent in Pace 75%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.12 Miles
Average Daily Traffic: 14,667
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.99
California Statewide Accidents Rate (MVM): 1.05
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☐ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☒ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Latham Avenue - Florida Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:10
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 1:30
39 1 0 39 X 1
38 1 0 38 X 1 Existing
37 4 1 37 X X X X X 5 Speed Limit: 25 MPH
36 1 2 36 X X X 3
35 1 1 35 X X 2
34 2 3 34 X X X X X 5
33 3 1 33 X X X X 4
32 1 0 32 X 1
31 1 2 31 X X X 3 * Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 20% 16% 22%
29 5 4 29 X X X X X X X X X 9 *
28 5 3 28 X X X X X X X X 8 P % In Pace: 72% 80% 75%
27 5 3 27 X X X X X X X X 8 A
26 5 10 26 X X X X X X X X X X X X X X X 15 C % Under Pace: 8% 4% 3% 25 4 5 25 X X X X X X X X X 9 E
24 3 5 24 X X X X X X X X 8 * Average Speed: 29 MPH 27 MPH 28 MPH 23 3 1 23 X X X X 4 *
22 0 4 22 X X X X 4 * Pace Speed: 24 - 33 MPH 22 - 31 MPH 22 - 31 MPH 21 1 1 21 X X 2
20 0 1 20 X 1
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 24 MPH 24 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 26 MPH 27 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 MPH 33 MPH 34 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Latham Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM117
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 118 22 135
12:15 8 119 9 121
12:30 9 120 14 138
12:45 11 119 38 476 15 118 60 512 98 988
01:00 4 143 14 121
01:15 9 107 11 124
01:30 8 113 11 124
01:45 8 129 29 492 13 127 49 496 78 988
02:00 5 114 11 130
02:15 8 112 8 144
02:30 11 117 6 130
02:45 12 153 36 496 15 143 40 547 76 1043
03:00 11 125 12 149
03:15 11 147 12 128
03:30 14 119 16 130
03:45 16 130 52 521 10 139 50 546 102 1067
04:00 20 116 14 155
04:15 23 113 9 128
04:30 33 134 23 140
04:45 37 152 113 515 22 146 68 569 181 1084
05:00 32 135 23 145
05:15 51 115 33 111
05:30 44 112 26 132
05:45 70 120 197 482 49 128 131 516 328 998
06:00 57 99 52 127
06:15 67 98 61 113
06:30 77 73 64 115
06:45 90 80 291 350 81 102 258 457 549 807
07:00 95 83 97 91
07:15 122 62 80 87
07:30 114 59 86 69
07:45 141 47 472 251 119 60 382 307 854 558
08:00 108 54 98 58
08:15 123 62 107 55
08:30 95 47 99 51
08:45 133 59 459 222 125 53 429 217 888 439
09:00 122 39 98 57
09:15 114 43 98 53
09:30 112 43 105 51
09:45 122 32 470 157 117 42 418 203 888 360
10:00 112 37 110 41
10:15 98 23 120 18
10:30 109 12 115 35
10:45 109 23 428 95 131 29 476 123 904 218
11:00 124 19 123 21
11:15 113 24 113 27
11:30 129 17 116 22
11:45 138 16 504 76 149 20 501 90 1005 166
Total 3089 4133 3089 4133 2862 4583 2862 4583 5951 8716 Combined
Total 7222 7222 7445 7445 14667
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 504 - - - 501 - - - - -
P.H.F. 0.894 0.841
PM Peak - - 02:45 - - - 04:00 - - - -
Vol. - - 544 - - - 569 - - - -
P.H.F. 0.889 0.918
Percentag
e

42.8% 57.2% 38.4% 61.6%
ADT/AADT ADT 14,667 AADT 14,667

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A128
State Street between Florida and Acacia

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
128
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 35 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30
10 MPH Pace 27-36 MPH
Percent in Pace 81%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 12,258
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.97
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(B); CA-MUTCD Section 2B.13, Option 29A.3 (residential density). Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Florida Avenue - Acacia Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 1 43 X 1 From: 1:30
42 0 1 42 X 1
41 0 2 41 X X 2 Time
40 0 2 40 X X 2 To: 1:50
39 0 1 39 X 1
38 1 0 38 X 1 Existing
37 0 1 37 X 1 Speed Limit: 30 MPH
36 3 3 36 X X X X X X 6 *
35 2 1 35 X X X 3 *
34 4 4 34 X X X X X X X X 8 *
33 4 3 33 X X X X X X X 7 P
32 4 8 32 X X X X X X X X X X X X 12 A
31 6 3 31 X X X X X X X X X 9 C Northbound Southbound Combined Statistics 30 5 6 30 X X X X X X X X X X X 11 E % Over Pace: 2% 16% 9% 29 5 4 29 X X X X X X X X X 9 *
28 4 4 28 X X X X X X X X 8 * % In Pace: 86% 76% 81%
27 6 2 27 X X X X X X X X 8 *
26 3 2 26 X X X X X 5 % Under Pace: 12% 8% 10%
25 1 2 25 X X X 3
24 1 0 24 X 1 Average Speed: 30 MPH 32 MPH 31 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 27 - 36 MPH 27 - 36 MPH 27 - 36 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 27 MPH 28 MPH 27 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 30 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 34 MPH 37 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM118
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 115 14 116
12:15 7 123 5 90
12:30 8 127 13 105
12:45 7 118 26 483 11 95 43 406 69 889
01:00 7 118 7 116
01:15 4 120 12 95
01:30 5 97 4 113
01:45 8 126 24 461 6 106 29 430 53 891
02:00 7 110 7 111
02:15 2 108 3 118
02:30 7 117 4 101
02:45 3 138 19 473 8 116 22 446 41 919
03:00 2 97 11 123
03:15 7 126 10 118
03:30 14 111 8 112
03:45 9 108 32 442 5 125 34 478 66 920
04:00 14 105 8 136
04:15 13 99 9 112
04:30 27 122 15 117
04:45 10 127 64 453 11 115 43 480 107 933
05:00 27 102 29 147
05:15 38 108 17 101
05:30 33 89 20 94
05:45 44 96 142 395 20 92 86 434 228 829
06:00 53 74 33 70
06:15 43 73 40 93
06:30 69 63 39 71
06:45 63 62 228 272 49 64 161 298 389 570
07:00 95 78 79 81
07:15 102 57 65 53
07:30 121 42 81 54
07:45 124 33 442 210 87 46 312 234 754 444
08:00 117 46 85 47
08:15 96 45 86 43
08:30 115 31 71 28
08:45 141 43 469 165 102 31 344 149 813 314
09:00 121 27 77 49
09:15 113 27 74 41
09:30 116 28 96 43
09:45 116 27 466 109 89 27 336 160 802 269
10:00 111 26 91 25
10:15 97 19 94 7
10:30 105 13 92 14
10:45 102 18 415 76 103 22 380 68 795 144
11:00 113 12 110 13
11:15 117 15 112 18
11:30 112 11 111 17
11:45 114 16 456 54 115 13 448 61 904 115
Total 2783 3593 2783 3593 2238 3644 2238 3644 5021 7237 Combined
Total 6376 6376 5882 5882 12258
AM Peak - 08:45 - - - 11:00 - - - - -
Vol. - 491 - - - 448 - - - - -
P.H.F. 0.871 0.974
PM Peak - - 00:15 - - - 03:15 - - - -
Vol. - - 486 - - - 491 - - - -
P.H.F. 0.957 0.903
Percentag
e

43.6% 56.4% 38.0% 62.0%
ADT/AADT ADT 12,258 AADT 12,258

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A129
State Street between Acacia and Central

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
129
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Acacia Ave To: Central Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 35 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30
10 MPH Pace 27-36 MPH
Percent in Pace 73%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.13 Miles
Average Daily Traffic: 12,407
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.34
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - Accident rate higher than statewide average (CVC 627(b)(2); CA-MUTCD Section 2B.13, Option 16E).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Acacia Avenue - Central Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 1:50
42 0 1 42 X 1
41 0 0 41 0 Time
40 0 0 40 0 To: 2:10
39 0 1 39 X 1
38 0 3 38 X X X 3 Existing
37 1 2 37 X X X 3 Speed Limit: 30 MPH
36 3 2 36 X X X X X 5 *
35 2 3 35 X X X X X 5 *
34 1 2 34 X X X 3 *
33 2 5 33 X X X X X X X 7 P
32 5 8 32 X X X X X X X X X X X X X 13 A
31 3 7 31 X X X X X X X X X X 10 C Northbound Southbound Combined Statistics 30 3 3 30 X X X X X X 6 E % Over Pace: 14% 14% 8%
29 4 1 29 X X X X X 5 *
28 7 4 28 X X X X X X X X X X X 11 * % In Pace: 74% 76% 73% 27 5 3 27 X X X X X X X X 8 *
26 2 2 26 X X X X 4 % Under Pace: 12% 10% 19%
25 2 2 25 X X X X 4
24 4 1 24 X X X X X 5 Average Speed: 28 MPH 32 MPH 30 MPH 23 0 0 23 0
22 1 0 22 X 1 Pace Speed: 24 - 33 MPH 27 - 36 MPH 27 - 36 MPH 21 2 0 21 X X 2
20 1 0 20 X 1
19 1 0 19 X 1 15th Percentile / Critical Speed: 24 MPH 27 MPH 25 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 28 MPH 32 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 33 MPH 36 MPH 35 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Acacia Avenue - Central Avenue
24 Hour Directional Volume Count
HEM119
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 130 12 117
12:15 7 138 6 104
12:30 7 116 13 98
12:45 8 118 28 502 11 103 42 422 70 924
01:00 6 121 7 111
01:15 3 120 9 93
01:30 5 112 8 116
01:45 10 117 24 470 7 99 31 419 55 889
02:00 3 107 6 100
02:15 5 104 3 108
02:30 8 113 3 95
02:45 3 136 19 460 7 116 19 419 38 879
03:00 3 99 11 132
03:15 6 117 8 105
03:30 12 124 7 110
03:45 6 112 27 452 7 121 33 468 60 920
04:00 12 105 8 143
04:15 13 101 6 130
04:30 23 129 17 103
04:45 11 127 59 462 13 115 44 491 103 953
05:00 19 117 27 132
05:15 39 108 20 112
05:30 31 92 20 92
05:45 46 102 135 419 25 101 92 437 227 856
06:00 49 90 30 94
06:15 37 80 45 94
06:30 59 83 36 86
06:45 75 66 220 319 53 72 164 346 384 665
07:00 88 75 81 85
07:15 105 59 72 57
07:30 108 56 91 65
07:45 124 34 425 224 85 54 329 261 754 485
08:00 96 57 95 50
08:15 92 44 80 54
08:30 98 34 81 31
08:45 114 38 400 173 96 38 352 173 752 346
09:00 118 41 91 45
09:15 116 22 85 33
09:30 109 28 103 47
09:45 115 23 458 114 85 27 364 152 822 266
10:00 100 20 104 34
10:15 91 23 103 6
10:30 110 13 91 12
10:45 100 15 401 71 87 14 385 66 786 137
11:00 115 16 120 16
11:15 109 13 114 19
11:30 119 15 109 13
11:45 122 14 465 58 105 17 448 65 913 123
Total 2661 3724 2661 3724 2303 3719 2303 3719 4964 7443 Combined
Total 6385 6385 6022 6022 12407
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 465 - - - 448 - - - - -
P.H.F. 0.953 0.933
PM Peak - - 12:00 - - - 03:30 - - - -
Vol. - - 502 - - - 504 - - - -
P.H.F. 0.909 0.881
Percentag
e

41.7% 58.3% 38.2% 61.8%
ADT/AADT ADT 12,407 AADT 12,407

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A130
State Street between Central and Whittier

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
130
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Central Ave To: Whittier Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 36 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30
10 MPH Pace 29-38 MPH
Percent in Pace 86%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.37 Miles
Average Daily Traffic: 11,602
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.26
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the speed may be reduced by 5 mph from the nearest 5 mph increment of the 85thpercentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627 (c)(1)(A); CA-MUTCD Section 2B.13, Option 29A.3 (residential density).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 30 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 30 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Central Avenue - Whittier Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:10
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 2:30
39 2 1 39 X X X 3
38 4 2 38 X X X X X X 6 * Existing
37 2 3 37 X X X X X 5 * Speed Limit: 30 MPH
36 2 2 36 X X X X 4 *
35 6 3 35 X X X X X X X X X 9 P
34 6 8 34 X X X X X X X X X X X X X X 14 A
33 5 6 33 X X X X X X X X X X X 11 C
32 4 8 32 X X X X X X X X X X X X 12 E
31 5 8 31 X X X X X X X X X X X X X 13 * Northbound Southbound Combined Statistics 30 4 3 30 X X X X X X X 7 * % Over Pace: 6% 6% 4%
29 3 2 29 X X X X X 5 *
28 2 3 28 X X X X X 5 % In Pace: 82% 92% 86%
27 2 0 27 X X 2
26 2 1 26 X X X 3 % Under Pace: 12% 2% 10%
25 0 0 25 0
24 0 0 24 0 Average Speed: 33 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 28 - 37 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 30 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 32 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 36 MPH 36 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Central Avenue - Whittier Avenue
24 Hour Directional Volume Count
HEM120
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 124 7 121
12:15 5 108 6 94
12:30 5 112 11 100
12:45 8 108 23 452 10 101 34 416 57 868
01:00 3 112 5 97
01:15 4 104 9 91
01:30 8 90 5 89
01:45 9 110 24 416 6 80 25 357 49 773
02:00 4 99 6 99
02:15 3 95 2 107
02:30 9 104 5 96
02:45 4 118 20 416 8 118 21 420 41 836
03:00 1 100 8 125
03:15 6 117 7 98
03:30 6 99 7 115
03:45 8 99 21 415 7 101 29 439 50 854
04:00 8 98 8 118
04:15 4 100 7 115
04:30 21 117 18 98
04:45 6 109 39 424 17 106 50 437 89 861
05:00 18 99 26 132
05:15 34 96 21 107
05:30 33 96 24 89
05:45 40 95 125 386 31 96 102 424 227 810
06:00 37 89 35 85
06:15 41 77 48 100
06:30 64 80 42 77
06:45 67 70 209 316 67 64 192 326 401 642
07:00 80 64 106 75
07:15 98 57 99 42
07:30 109 54 106 53
07:45 109 44 396 219 87 48 398 218 794 437
08:00 91 51 87 45
08:15 73 40 83 41
08:30 99 35 77 32
08:45 119 42 382 168 95 38 342 156 724 324
09:00 85 27 75 38
09:15 98 20 85 30
09:30 96 30 92 41
09:45 115 20 394 97 80 21 332 130 726 227
10:00 94 21 89 35
10:15 88 21 100 6
10:30 95 12 87 12
10:45 90 16 367 70 87 12 363 65 730 135
11:00 111 16 96 13
11:15 81 12 121 21
11:30 118 12 98 14
11:45 107 13 417 53 101 13 416 61 833 114
Total 2417 3432 2417 3432 2304 3449 2304 3449 4721 6881 Combined
Total 5849 5849 5753 5753 11602
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 417 - - - 416 - - - - -
P.H.F. 0.876 0.860
PM Peak - - 12:00 - - - 02:45 - - - -
Vol. - - 452 - - - 456 - - - -
P.H.F. 0.911 0.912
Percentag
e

41.3% 58.7% 40.0% 60.0%
ADT/AADT ADT 11,602 AADT 11,602

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A131
State Street between Whittier and Johnston

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
131
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Whittier Ave To: Johnston Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 39 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 35
10 MPH Pace 28-37 MPH
Percent in Pace 75%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 12,057
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.21
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Whittier Avenue - Johnston Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 1 0 47 X 1 Date:
46 0 0 46 0
45 1 0 45 X 1
44 2 1 44 X X X 3 Time
43 0 0 43 0 From: 2:30
42 2 1 42 X X X 3
41 2 1 41 X X X 3 Time
40 1 3 40 X X X X 4 To: 2:50
39 3 0 39 X X X 3
38 2 2 38 X X X X 4 Existing
37 1 3 37 X X X X 4 * Speed Limit: 35 MPH
36 6 0 36 X X X X X X 6 *
35 4 5 35 X X X X X X X X X 9 *
34 3 5 34 X X X X X X X X 8 P
33 3 4 33 X X X X X X X 7 A
32 4 9 32 X X X X X X X X X X X X X 13 C
31 4 6 31 X X X X X X X X X X 10 E Northbound Southbound Combined Statistics 30 6 1 30 X X X X X X X 7 * % Over Pace: 18% 16% 22%
29 3 0 29 X X X 3 *
28 2 6 28 X X X X X X X X 8 * % In Pace: 72% 78% 75%
27 0 2 27 X X 2
26 0 1 26 X 1 % Under Pace: 10% 6% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 35 MPH 33 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 28 - 37 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 28 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 38 MPH 39 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Whittier Avenue - Johnston Avenue
24 Hour Directional Volume Count
HEM121
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 103 8 131
12:15 8 102 8 117
12:30 7 115 9 107
12:45 5 114 27 434 10 113 35 468 62 902
01:00 3 99 5 110
01:15 5 98 5 101
01:30 7 100 5 103
01:45 7 124 22 421 6 99 21 413 43 834
02:00 5 96 5 111
02:15 3 103 2 126
02:30 9 116 3 106
02:45 2 116 19 431 7 120 17 463 36 894
03:00 1 109 9 128
03:15 6 115 9 102
03:30 5 107 10 122
03:45 9 107 21 438 13 94 41 446 62 884
04:00 7 106 12 120
04:15 2 118 10 107
04:30 20 115 21 103
04:45 6 120 35 459 21 114 64 444 99 903
05:00 17 105 26 143
05:15 31 99 26 105
05:30 28 111 29 88
05:45 29 130 105 445 35 102 116 438 221 883
06:00 35 107 40 82
06:15 35 92 57 104
06:30 65 79 45 67
06:45 88 81 223 359 54 58 196 311 419 670
07:00 105 87 71 77
07:15 94 44 85 72
07:30 120 56 102 62
07:45 93 47 412 234 100 52 358 263 770 497
08:00 94 45 96 46
08:15 79 37 87 37
08:30 110 39 90 28
08:45 115 42 398 163 97 41 370 152 768 315
09:00 96 28 85 35
09:15 96 17 98 25
09:30 100 28 110 35
09:45 112 21 404 94 81 23 374 118 778 212
10:00 96 21 94 25
10:15 92 24 106 8
10:30 83 12 95 15
10:45 110 15 381 72 81 13 376 61 757 133
11:00 93 16 101 11
11:15 91 10 115 16
11:30 100 13 95 11
11:45 112 11 396 50 111 9 422 47 818 97
Total 2443 3600 2443 3600 2390 3624 2390 3624 4833 7224 Combined
Total 6043 6043 6014 6014 12057
AM Peak - 08:30 - - - 11:00 - - - - -
Vol. - 417 - - - 422 - - - - -
P.H.F. 0.869 0.917
PM Peak - - 04:00 - - - 02:15 - - - -
Vol. - - 459 - - - 480 - - - -
P.H.F. 0.956 0.938
Percentag
e

40.4% 59.6% 39.7% 60.3%
ADT/AADT ADT 12,057 AADT 12,057

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A132
State Street between Johnston and Stetson

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
132
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.

Street: State St
From: Johnston Ave To: Stetson Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 38 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 35
10 MPH Pace 28-37 MPH
Percent in Pace 76%
Street Classification: Divided Secondary
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 14,373
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.76
California Statewide Accidents Rate (MVM): 1.29
Justification: When the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used (CVC 22358.6(c); CA-MUTCD Section 2B.13, Standard 12a, Option 2).

TRAFFIC ENGINEER’S RECOMMENDATIONS/AUTHORITY:

Posted Speed Limit: 35 MPH
This survey was prepared in accordance with the requirements of Section 627 of the California Vehicle Code using methods prescribed in Section 2B.13 of the California Manual on Uniform Traffic Control Devices. Based on the measured critical speeds, it is appropriate and justified to recommend the posted speed limit be 35 MPH along the subject segment of the road.

APPROVALS:
☒ Recertification of the existing speed zone per Sections 22357, 22358, and 40802 of the California Vehicle Code
☐ Establishment of new speed zone
APPROVED: DATE: October 25, 2023

20.B

MPH Vehicles Surveyed TOT.

Speed NB SB VEH. Location: State Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Johnston Avenue - Stetson Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Clear
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 0 45 0
44 0 0 44 0 Time
43 0 0 43 0 From: 2:50
42 2 0 42 X X 2
41 3 2 41 X X X X X 5 Time
40 3 0 40 X X X 3 To: 3:10
39 4 0 39 X X X X 4
38 1 1 38 X X 2 Existing
37 1 5 37 X X X X X X 6 * Speed Limit: 35 MPH
36 4 5 36 X X X X X X X X X 9 *
35 2 2 35 X X X X 4 *
34 2 6 34 X X X X X X X X 8 P
33 3 5 33 X X X X X X X X 8 A
32 3 7 32 X X X X X X X X X X 10 C
31 8 7 31 X X X X X X X X X X X X X X X 15 E Northbound Southbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 28% 4% 16%
29 4 3 29 X X X X X X X 7 *
28 2 1 28 X X X 3 * % In Pace: 70% 86% 76%
27 3 3 27 X X X X X X 6
26 0 0 26 0 % Under Pace: 2% 10% 8%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 34 MPH 33 MPH 33 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 27 - 36 MPH 29 - 38 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 29 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 37 MPH 38 MPH 14 0 0 14 0
13 0 0 13 0
12 0 0 12 0
11 0 0 11 0
10 0 0 10 0
9 0 0 9 0
8 0 0 8 0
7 0 0 7 0
6 0 0 6 0
5 0 0 5 0
Total 50 50 GRAND TOTALS 100
Corona, CA 92880
T 951-268-6268 F 951-268-6267
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:

Counts Unlimited, Inc.

PO Box 1178
3/16/23

20.B

City of Hemet
State Street
B/ Johnston Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM122
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/8/23 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 118 8 118
12:15 12 137 10 119
12:30 8 150 6 122
12:45 8 152 40 557 9 109 33 468 73 1025
01:00 6 135 8 116
01:15 8 127 8 96
01:30 7 146 2 113
01:45 7 153 28 561 3 108 21 433 49 994
02:00 5 131 6 105
02:15 4 133 3 113
02:30 7 175 2 123
02:45 6 171 22 610 6 123 17 464 39 1074
03:00 1 172 6 130
03:15 4 160 10 104
03:30 7 150 11 116
03:45 9 154 21 636 10 109 37 459 58 1095
04:00 4 153 18 113
04:15 2 160 15 130
04:30 16 173 23 103
04:45 5 149 27 635 23 107 79 453 106 1088
05:00 19 165 27 135
05:15 32 144 39 133
05:30 28 174 32 84
05:45 34 184 113 667 39 113 137 465 250 1132
06:00 33 143 49 107
06:15 37 130 55 78
06:30 72 117 68 85
06:45 113 107 255 497 65 64 237 334 492 831
07:00 106 121 92 79
07:15 113 70 91 73
07:30 137 82 108 56
07:45 137 70 493 343 115 59 406 267 899 610
08:00 115 60 103 58
08:15 102 52 82 45
08:30 136 47 105 35
08:45 147 63 500 222 107 45 397 183 897 405
09:00 123 43 105 35
09:15 121 36 107 24
09:30 128 28 111 28
09:45 144 42 516 149 91 26 414 113 930 262
10:00 124 30 75 33
10:15 118 26 99 10
10:30 120 24 86 11
10:45 135 21 497 101 90 12 350 66 847 167
11:00 129 18 88 9
11:15 126 13 122 23
11:30 133 18 107 17
11:45 125 18 513 67 94 10 411 59 924 126
Total 3025 5045 3025 5045 2539 3764 2539 3764 5564 8809 Combined
Total 8070 8070 6303 6303 14373
AM Peak - 08:30 - - - 08:45 - - - - -
Vol. - 527 - - - 430 - - - - -
P.H.F. 0.896 0.968
PM Peak - - 02:30 - - - 02:15 - - - -
Vol. - - 678 - - - 489 - - - -
P.H.F. 0.969 0.940
Percentag
e

37.5% 62.5% 40.3% 59.7%
ADT/AADT ADT 14,373 AADT 14,373

20.B

Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A133
State Street between Stetson and Thornton

20.B

CITY OF HEMET CITY

ENGINEERING & TRAFFIC SURVEY
133
Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.