20.B
City of Hemet
Esplanade Avenue
B/ Kirby Street - Lyon Avenue
24 Hour Directional Volume Count
HEM036
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 115 8 126
12:15 9 98 6 86
12:30 13 119 7 83
12:45 10 109 43 441 9 93 30 388 73 829
01:00 8 116 11 95
01:15 7 107 10 102
01:30 6 114 8 86
01:45 7 115 28 452 7 94 36 377 64 829
02:00 11 125 6 106
02:15 3 113 6 107
02:30 6 102 3 114
02:45 6 106 26 446 5 110 20 437 46 883
03:00 8 108 16 69
03:15 12 116 20 102
03:30 6 118 17 108
03:45 7 120 33 462 20 87 73 366 106 828
04:00 13 108 26 117
04:15 13 110 28 88
04:30 18 131 38 99
04:45 22 113 66 462 34 93 126 397 192 859
05:00 24 114 44 122
05:15 25 123 40 96
05:30 41 112 53 108
05:45 44 119 134 468 46 78 183 404 317 872
06:00 30 124 76 104
06:15 34 103 65 97
06:30 60 128 74 87
06:45 81 111 205 466 77 94 292 382 497 848
07:00 99 99 105 78
07:15 106 88 94 88
07:30 138 93 89 55
07:45 125 73 468 353 112 105 400 326 868 679
08:00 136 89 106 58
08:15 98 53 119 85
08:30 105 70 104 61
08:45 104 62 443 274 88 54 417 258 860 532
09:00 85 56 78 37
09:15 93 43 73 58
09:30 86 62 81 36
09:45 84 43 348 204 89 45 321 176 669 380
10:00 74 42 96 31
10:15 75 31 74 32
10:30 82 37 75 18
10:45 87 37 318 147 89 10 334 91 652 238
11:00 92 24 80 21
11:15 102 21 80 21
11:30 105 25 93 11
11:45 112 22 411 92 88 17 341 70 752 162
Total 2523 4267 2523 4267 2573 3672 2573 3672 5096 7939 Combined
Total 6790 6790 6245 6245 13035
AM Peak - 07:15 - - - 07:45 - - - - -
Vol. - 505 - - - 441 - - - - -
P.H.F. 0.915 0.926
PM Peak - - 04:30 - - - 02:00 - - - -
Vol. - - 481 - - - 437 - - - -
P.H.F. 0.918 0.958
Percentag
e
37.2% 62.8% 41.2% 58.8%
ADT/AADT ADT 13,035 AADT 13,035
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A40
Esplanade Avenue between Lyon and Palm
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
40 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Esplanade Ave
From: Lyon Ave To: Palm Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 39-48 MPH
Percent in Pace 70%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 14,920
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.73
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: 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 EB WB VEH. Location: Esplanade Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lyon Avenue - Palm 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 1 54 X 1 Time
53 1 1 53 X X 2 From: 10:50
52 1 3 52 X X X X 4
51 1 2 51 X X X 3 Time
50 1 2 50 X X X 3 To: 11:10
49 3 4 49 X X X X X X X 7
48 2 3 48 X X X X X 5 * Existing
47 4 2 47 X X X X X X 6 * Speed Limit: 40 MPH
46 3 2 46 X X X X X 5 *
45 1 4 45 X X X X X 5 P
44 5 2 44 X X X X X X X 7 A
43 2 4 43 X X X X X X 6 C
42 7 2 42 X X X X X X X X X 9 E
41 8 5 41 X X X X X X X X X X X X X 13 * Eastbound Westbound Combined Statistics 40 1 3 40 X X X X 4 * % Over Pace: 14% 26% 20%
39 5 5 39 X X X X X X X X X X 10 *
38 2 2 38 X X X X 4 % In Pace: 76% 64% 70%
37 1 2 37 X X X 3
36 1 1 36 X X 2 % Under Pace: 10% 10% 10%
35 0 0 35 0
34 1 0 34 X 1 Average Speed: 43 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 39 - 48 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: 39 MPH 39 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 42 MPH 44 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 48 MPH 50 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
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
Esplanade Avenue
B/ Lyon Avenue - Palm Avenue
24 Hour Directional Volume Count
HEM037
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 13 112 14 152
12:15 14 100 9 113
12:30 17 127 10 100
12:45 10 123 54 462 8 110 41 475 95 937
01:00 8 114 9 125
01:15 6 110 11 121
01:30 8 114 11 116
01:45 7 108 29 446 8 111 39 473 68 919
02:00 9 139 8 142
02:15 3 118 7 129
02:30 6 122 11 131
02:45 7 114 25 493 6 160 32 562 57 1055
03:00 9 122 10 152
03:15 11 129 15 139
03:30 6 117 21 145
03:45 5 137 31 505 22 146 68 582 99 1087
04:00 11 122 21 159
04:15 9 128 30 125
04:30 21 145 39 152
04:45 26 136 67 531 28 140 118 576 185 1107
05:00 21 135 35 176
05:15 25 133 42 136
05:30 44 127 54 138
05:45 55 130 145 525 55 115 186 565 331 1090
06:00 27 137 60 151
06:15 45 113 69 115
06:30 64 118 81 116
06:45 84 114 220 482 99 126 309 508 529 990
07:00 108 103 104 101
07:15 115 91 109 107
07:30 140 93 126 79
07:45 154 75 517 362 138 117 477 404 994 766
08:00 147 93 144 71
08:15 111 51 109 108
08:30 116 61 110 63
08:45 107 68 481 273 95 70 458 312 939 585
09:00 86 41 85 46
09:15 101 49 82 61
09:30 97 53 87 52
09:45 94 43 378 186 92 55 346 214 724 400
10:00 81 38 99 37
10:15 76 27 86 36
10:30 77 39 95 20
10:45 94 33 328 137 75 12 355 105 683 242
11:00 114 23 101 24
11:15 105 17 100 25
11:30 108 18 119 17
11:45 125 18 452 76 111 13 431 79 883 155
Total 2727 4478 2727 4478 2860 4855 2860 4855 5587 9333 Combined
Total 7205 7205 7715 7715 14920
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 556 - - - 517 - - - - -
P.H.F. 0.903 0.898
PM Peak - - 04:30 - - - 04:30 - - - -
Vol. - - 549 - - - 604 - - - -
P.H.F. 0.947 0.858
Percentag
e
37.8% 62.2% 37.1% 62.9%
ADT/AADT ADT 14,920 AADT 14,920
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A41
Esplanade Avenue between Palm and State
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
41 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Esplanade Ave
From: Palm Ave To: State St
Date of Speed Survey: 6/13/2023
Critical Speed (85th) 49 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 40-49 MPH
Percent in Pace 71%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 15,082
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.12
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); CAMUTCD Section 2B.13, Standard 12a, Option 2).
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 EB WB VEH. Location: Esplanade Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Palm Avenue - State 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 1 0 57 X 1 Date:
56 1 0 56 X 1
55 0 0 55 0
54 1 2 54 X X X 3 Time
53 0 0 53 0 From: 2:30
52 0 1 52 X 1
51 2 0 51 X X 2 Time
50 4 1 50 X X X X X 5 To: 2:50
49 1 3 49 X X X X 4 *
48 3 4 48 X X X X X X X 7 * Existing
47 2 2 47 X X X X 4 * Speed Limit: 40 MPH
46 2 1 46 X X X 3 P
45 1 8 45 X X X X X X X X X 9 A
44 7 4 44 X X X X X X X X X X X 11 C
43 2 7 43 X X X X X X X X X 9 E
42 3 6 42 X X X X X X X X X 9 *
41 5 2 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 4 4 40 X X X X X X X X 8 * % Over Pace: 30% 8% 13%
39 2 2 39 X X X X 4
38 3 2 38 X X X X X 5 % In Pace: 66% 82% 71%
37 4 1 37 X X X X X 5
36 1 0 36 X 1 % Under Pace: 4% 10% 16%
35 0 0 35 0
34 0 0 34 0 Average Speed: 44 MPH 44 MPH 44 MPH
33 1 0 33 X 1
32 0 0 32 0 Pace Speed: 37 - 46 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: 38 MPH 40 MPH 39 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 43 MPH 44 MPH 44 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
6/13/23
20.B
City of Hemet
Esplanade Avenue
B/ Palm Aveue - State Street
24 Hour Directional Volume Count
HEM037B
Site Code: 232-23157B
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 6/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 118 14 114
12:15 11 121 12 162
12:30 6 108 19 120
12:45 8 101 43 448 14 133 59 529 102 977
01:00 4 157 15 162
01:15 7 123 12 128
01:30 14 123 5 129
01:45 3 124 28 527 7 104 39 523 67 1050
02:00 7 111 8 123
02:15 7 134 7 132
02:30 2 138 13 140
02:45 8 146 24 529 6 155 34 550 58 1079
03:00 8 129 12 143
03:15 9 127 11 146
03:30 5 149 14 131
03:45 18 162 40 567 14 142 51 562 91 1129
04:00 12 132 32 135
04:15 15 126 26 165
04:30 17 130 28 169
04:45 34 148 78 536 26 156 112 625 190 1161
05:00 19 139 30 159
05:15 33 108 42 145
05:30 58 137 53 153
05:45 67 123 177 507 68 135 193 592 370 1099
06:00 32 109 45 135
06:15 36 98 53 132
06:30 49 110 62 109
06:45 79 82 196 399 78 116 238 492 434 891
07:00 72 128 66 112
07:15 70 105 75 124
07:30 106 104 80 98
07:45 133 101 381 438 94 93 315 427 696 865
08:00 99 97 97 125
08:15 76 86 101 90
08:30 98 55 103 63
08:45 134 50 407 288 126 70 427 348 834 636
09:00 97 40 107 90
09:15 60 56 110 66
09:30 54 45 99 46
09:45 56 43 267 184 98 56 414 258 681 442
10:00 93 37 91 50
10:15 86 30 105 54
10:30 108 41 120 34
10:45 90 30 377 138 108 34 424 172 801 310
11:00 121 16 138 38
11:15 104 22 111 29
11:30 98 22 132 14
11:45 97 20 420 80 140 17 521 98 941 178
Total 2438 4641 2438 4641 2827 5176 2827 5176 5265 9817 Combined
Total 7079 7079 8003 8003 15082
AM Peak - 10:30 - - - 11:00 - - - - -
Vol. - 423 - - - 521 - - - - -
P.H.F. 0.789 0.930
PM Peak - - 03:15 - - - 04:15 - - - -
Vol. - - 570 - - - 649 - - - -
P.H.F. 0.880 0.960
Percentag
e
34.4% 65.6% 35.3% 64.7%
ADT/AADT ADT 15,082 AADT 15,082
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A42
Fruitvale Avenue between Cawston and Sanderson
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
42 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Fruitvale Ave
From: Cawston Ave To: Sanderson Ave
Date of Speed Survey: 3/23/2023
Critical Speed (85th) 43 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 75%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,694
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: 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: Fruitvale Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Cawston Avenue - Sanderson 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: 2:15
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 2 50 X X 2 To: 2:45
49 0 1 49 X 1
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 3 1 45 X X X X 4
44 1 1 44 X X 2
43 1 3 43 X X X X 4
42 3 2 42 X X X X X 5 *
41 3 4 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 5 1 40 X X X X X X 6 * % Over Pace: 12% 14% 16%
39 4 3 39 X X X X X X X 7 P
38 7 5 38 X X X X X X X X X X X X 12 A % In Pace: 76% 74% 75% 37 4 4 37 X X X X X X X X 8 C
36 3 7 36 X X X X X X X X X X 10 E % Under Pace: 12% 12% 9% 35 2 6 35 X X X X X X X X 8 *
34 3 2 34 X X X X X 5 * Average Speed: 38 MPH 39 MPH 38 MPH 33 4 3 33 X X X X X X X 7 *
32 3 1 32 X X X X 4 Pace Speed: 33 - 42 MPH 34 - 43 MPH 33 - 42 MPH 31 0 1 31 X 1
30 1 1 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed: 33 MPH 34 MPH 33 MPH 28 0 0 28 0
27 1 0 27 X 1 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 43 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
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
Fruitvale Avenue
B/ Cawston Avenue - Sanderson Avenue
24 Hour Directional Volume Count
HEM038
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 10 1 12
12:15 1 11 2 17
12:30 2 8 1 13
12:45 1 18 7 47 0 11 4 53 11 100
01:00 1 16 1 19
01:15 3 16 0 25
01:30 0 23 1 24
01:45 1 17 5 72 1 24 3 92 8 164
02:00 1 17 0 14
02:15 1 58 0 26
02:30 2 35 0 13
02:45 1 15 5 125 1 20 1 73 6 198
03:00 1 12 4 23
03:15 1 16 0 28
03:30 4 34 0 54
03:45 4 70 10 132 1 65 5 170 15 302
04:00 2 100 2 46
04:15 5 18 9 22
04:30 1 21 5 18
04:45 2 15 10 154 8 20 24 106 34 260
05:00 4 22 4 21
05:15 8 20 7 18
05:30 1 17 9 12
05:45 5 30 18 89 1 26 21 77 39 166
06:00 6 19 7 20
06:15 7 22 13 16
06:30 4 17 7 17
06:45 8 13 25 71 14 11 41 64 66 135
07:00 33 17 21 14
07:15 48 7 37 21
07:30 38 16 29 9
07:45 28 5 147 45 14 8 101 52 248 97
08:00 21 6 32 12
08:15 35 6 31 15
08:30 40 11 38 13
08:45 90 6 186 29 43 10 144 50 330 79
09:00 38 7 26 7
09:15 10 5 9 6
09:30 12 4 19 6
09:45 11 6 71 22 8 7 62 26 133 48
10:00 13 1 15 6
10:15 12 2 9 2
10:30 17 3 10 2
10:45 17 2 59 8 11 4 45 14 104 22
11:00 12 3 16 2
11:15 9 4 8 2
11:30 18 2 10 6
11:45 18 3 57 12 13 3 47 13 104 25
Total 600 806 600 806 498 790 498 790 1098 1596
Combined
Total 1406 1406 1288 1288 2694
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 203 - - - 144 - - - - -
P.H.F. 0.564 0.837
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 222 - - - 193 - - - -
P.H.F. 0.555 0.742
Percentag
e
42.7% 57.3% 38.7% 61.3%
ADT/AADT ADT 2,694 AADT 2,694
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A43
Fruitvale Avenue between Sanderson and Kirby
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
43 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Radar
Enforceable?
NO
Street: Fruitvale Ave
From: Sanderson Ave To: Kirby St
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 40 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 61%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,384
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.25
California Statewide Accidents Rate (MVM): 1.29
Justification: None.
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 existing posted speed, 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 EB WB VEH. Location: Fruitvale Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Sanderson Avenue - Kirby 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 1 48 X 1
47 0 3 47 X X X 3 Date:
46 0 1 46 X 1
45 0 1 45 X 1
44 1 0 44 X 1 Time
43 0 4 43 X X X X 4 From: 11:50
42 1 1 42 X X 2
41 1 0 41 X 1 Time
40 2 2 40 X X X X 4 To: 12:25
39 1 4 39 X X X X X 5 *
38 3 2 38 X X X X X 5 * Existing
37 2 4 37 X X X X X X 6 * Speed Limit: 25 MPH
36 2 2 36 X X X X 4 P
35 4 3 35 X X X X X X X 7 A
34 8 2 34 X X X X X X X X X X 10 C
33 4 3 33 X X X X X X X 7 E
32 5 3 32 X X X X X X X X 8 *
31 0 2 31 X X 2 * Eastbound Westbound Combined Statistics 30 2 4 30 X X X X X X 6 * % Over Pace: 26% 27% 18%
29 3 1 29 X X X X 4
28 2 1 28 X X X 3 % In Pace: 70% 59% 61%
27 4 3 27 X X X X X X X 7
26 3 0 26 X X X 3 % Under Pace: 4% 14% 21%
25 1 0 25 X 1
24 0 2 24 X X 2 Average Speed: 33 MPH 36 MPH 34 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 26 - 35 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: 27 MPH 30 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 36 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 43 MPH 40 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 49 GRAND TOTALS 99
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
Fruitvale Avenue
B/ Sanderson Avenue - Kirby Street
24 Hour Directional Volume Count
HEM039
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 18 2 20
12:15 1 17 1 16
12:30 0 15 3 19
12:45 4 28 10 78 3 22 9 77 19 155
01:00 1 30 0 18
01:15 1 37 1 20
01:30 2 29 0 26
01:45 1 33 5 129 1 13 2 77 7 206
02:00 1 39 2 14
02:15 1 35 0 45
02:30 3 29 2 47
02:45 4 30 9 133 3 26 7 132 16 265
03:00 4 27 7 22
03:15 3 33 1 29
03:30 2 41 6 60
03:45 3 69 12 170 2 46 16 157 28 327
04:00 1 86 7 36
04:15 2 37 11 25
04:30 0 35 7 27
04:45 1 27 4 185 14 13 39 101 43 286
05:00 2 27 12 34
05:15 3 36 8 24
05:30 5 37 8 24
05:45 10 43 20 143 6 22 34 104 54 247
06:00 3 30 15 21
06:15 9 35 17 19
06:30 13 29 13 15
06:45 17 25 42 119 18 20 63 75 105 194
07:00 42 22 58 13
07:15 58 22 73 13
07:30 29 14 50 13
07:45 28 12 157 70 24 9 205 48 362 118
08:00 28 13 32 12
08:15 30 15 33 20
08:30 35 11 26 5
08:45 50 16 143 55 36 11 127 48 270 103
09:00 34 13 27 9
09:15 15 5 12 5
09:30 12 15 20 9
09:45 21 11 82 44 16 6 75 29 157 73
10:00 20 7 14 9
10:15 18 6 11 5
10:30 20 7 21 2
10:45 14 5 72 25 13 5 59 21 131 46
11:00 22 7 14 2
11:15 20 7 12 5
11:30 19 3 20 3
11:45 17 3 78 20 15 3 61 13 139 33
Total 634 1171 634 1171 697 882 697 882 1331 2053
Combined
Total 1805 1805 1579 1579 3384
AM Peak - 07:00 - - - 07:00 - - - - -
Vol. - 157 - - - 205 - - - - -
P.H.F. 0.677 0.702
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 233 - - - 171 - - - -
P.H.F. 0.677 0.713
Percentag
e
35.1% 64.9% 44.1% 55.9%
ADT/AADT ADT 3,384 AADT 3,384
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A44
Fruitvale Avenue between Kirby and Lyon
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
44 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Fruitvale Ave
From: Kirby St To: Lyon Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 42 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 62%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,977
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
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: 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 and conditions not readily apparent, 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: Fruitvale Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Kirby Street - Lyon 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: 2:20
52 0 1 52 X 1
51 0 0 51 0 Time
50 0 1 50 X 1 To: 3:00
49 0 2 49 X X 2
48 0 0 48 0 Existing
47 1 1 47 X X 2 Speed Limit: 35 MPH
46 0 0 46 0
45 2 2 45 X X X X 4
44 1 1 44 X X 2
43 1 2 43 X X X 3
42 1 4 42 X X X X X 5 *
41 4 3 41 X X X X X X X 7 * Eastbound Westbound Combined Statistics 40 0 4 40 X X X X 4 * % Over Pace: 20% 16% 15%
39 4 3 39 X X X X X X X 7 P
38 0 1 38 X 1 A % In Pace: 64% 66% 62%
37 4 3 37 X X X X X X X 7 C
36 6 3 36 X X X X X X X X X 9 E % Under Pace: 16% 18% 23% 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: 35 MPH 38 MPH 37 MPH 33 5 2 33 X X X X X X X 7 *
32 1 1 32 X X 2 Pace Speed: 30 - 39 MPH 34 - 43 MPH 33 - 42 MPH 31 1 3 31 X X X X 4
30 6 0 30 X X X X X X 6
29 3 1 29 X X X X 4 15th Percentile / Critical Speed: 29 MPH 33 MPH 30 MPH 28 1 1 28 X X 2
27 3 0 27 X X X 3 50th Percentile / Critical Speed: 35 MPH 37 MPH 36 MPH 26 0 1 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 44 MPH 42 MPH 24 0 0 24 0
23 0 0 23 0
22 1 0 22 X 1
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
3/30/23
20.B
City of Hemet
Fruitvale Avenue
B/ Kirby Street - Lyon Avenue
24 Hour Directional Volume Count
HEM040
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 21 1 17
12:15 1 17 3 13
12:30 1 17 0 14
12:45 1 26 5 81 4 18 8 62 13 143
01:00 0 13 1 40
01:15 1 15 1 27
01:30 1 27 0 32
01:45 0 15 2 70 0 19 2 118 4 188
02:00 1 12 1 36
02:15 3 35 2 46
02:30 0 38 1 30
02:45 1 22 5 107 0 27 4 139 9 246
03:00 1 18 2 32
03:15 2 29 3 36
03:30 2 35 5 51
03:45 0 58 5 140 2 45 12 164 17 304
04:00 2 56 7 30
04:15 1 32 9 36
04:30 0 25 5 28
04:45 4 21 7 134 12 23 33 117 40 251
05:00 3 26 9 28
05:15 1 23 8 35
05:30 2 35 7 28
05:45 8 36 14 120 7 29 31 120 45 240
06:00 1 16 14 14
06:15 9 21 17 15
06:30 12 17 11 13
06:45 11 18 33 72 27 14 69 56 102 128
07:00 17 18 46 17
07:15 24 12 50 16
07:30 32 10 26 9
07:45 30 8 103 48 17 10 139 52 242 100
08:00 21 13 31 9
08:15 32 13 43 12
08:30 28 11 33 5
08:45 40 17 121 54 22 13 129 39 250 93
09:00 33 13 24 14
09:15 14 4 16 6
09:30 13 9 22 7
09:45 19 11 79 37 16 5 78 32 157 69
10:00 21 8 18 7
10:15 14 6 21 2
10:30 19 7 17 5
10:45 13 4 67 25 11 3 67 17 134 42
11:00 18 9 9 7
11:15 15 4 14 5
11:30 14 3 17 3
11:45 17 2 64 18 19 4 59 19 123 37
Total 505 906 505 906 631 935 631 935 1136 1841
Combined
Total 1411 1411 1566 1566 2977
AM Peak - 08:15 - - - 06:45 - - - - -
Vol. - 133 - - - 149 - - - - -
P.H.F. 0.831 0.745
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 181 - - - 164 - - - -
P.H.F. 0.780 0.804
Percentag
e
35.8% 64.2% 40.3% 59.7%
ADT/AADT ADT 2,977 AADT 2,977
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A45
Garland Way between Kirby and Johnston
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
45 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Garland Way
From: Kirby St To: Johnston Ave
Date of Speed Survey: 3/29/2023
Critical Speed (85th) 36 MPH
50 Percentile 30 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 26-35 MPH
Percent in Pace 69%
Street Classification: Local
Length of Street Segment: 0.76 Miles
Average Daily Traffic: 1,336
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.90
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: 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: Garland Way
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Kirby Street - 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 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: 1:20
42 0 0 42 0
41 3 0 41 X X X 3 Time
40 0 2 40 X X 2 To: 3:15
39 1 0 39 X 1
38 0 1 38 X 1 Existing
37 1 2 37 X X X 3 Speed Limit: 30 MPH
36 1 5 36 X X X X X X 6
35 4 1 35 X X X X X 5 *
34 1 4 34 X X X X X 5 *
33 2 5 33 X X X X X X X 7 *
32 4 3 32 X X X X X X X 7 P
31 1 5 31 X X X X X X 6 A Eastbound Westbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 C % Over Pace: 12% 6% 16% 29 4 5 29 X X X X X X X X X 9 E
28 3 3 28 X X X X X X 6 * % In Pace: 66% 76% 69%
27 4 2 27 X X X X X X 6 *
26 5 3 26 X X X X X X X X 8 * % Under Pace: 22% 18% 15% 25 3 1 25 X X X X 4
24 1 0 24 X 1 Average Speed: 30 MPH 31 MPH 30 MPH
23 3 2 23 X X X X X 5
22 2 0 22 X X 2 Pace Speed: 26 - 35 MPH 28 - 37 MPH 26 - 35 MPH 21 2 0 21 X X 2
20 0 0 20 0
19 0 1 19 X 1 15th Percentile / Critical Speed: 24 MPH 27 MPH 25 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 31 MPH 30 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/29/23
20.B
City of Hemet
Garland Way
B/ Kirby Street - Johnston Avenue
24 Hour Directional Volume Count
HEM041
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 5 0 7
12:15 0 18 2 13
12:30 1 9 0 17
12:45 1 4 2 36 3 6 5 43 7 79
01:00 1 12 0 14
01:15 1 9 0 10
01:30 1 7 2 11
01:45 0 10 3 38 1 6 3 41 6 79
02:00 0 14 1 6
02:15 1 9 0 27
02:30 0 14 2 8
02:45 1 15 2 52 0 6 3 47 5 99
03:00 2 17 1 12
03:15 0 13 3 6
03:30 1 23 3 9
03:45 1 15 4 68 0 8 7 35 11 103
04:00 1 27 0 15
04:15 0 10 4 6
04:30 3 13 6 11
04:45 1 10 5 60 10 8 20 40 25 100
05:00 1 18 3 13
05:15 1 9 4 16
05:30 3 13 5 6
05:45 1 19 6 59 6 16 18 51 24 110
06:00 1 12 5 12
06:15 4 13 8 14
06:30 3 13 9 10
06:45 2 15 10 53 3 8 25 44 35 97
07:00 6 6 7 14
07:15 14 9 10 9
07:30 7 7 10 7
07:45 10 9 37 31 14 7 41 37 78 68
08:00 7 6 11 7
08:15 7 10 9 9
08:30 6 8 17 6
08:45 5 7 25 31 12 4 49 26 74 57
09:00 7 7 8 14
09:15 4 8 15 4
09:30 7 6 15 3
09:45 5 3 23 24 6 1 44 22 67 46
10:00 10 2 9 5
10:15 5 4 7 3
10:30 8 4 9 3
10:45 1 2 24 12 8 2 33 13 57 25
11:00 13 4 9 1
11:15 6 1 9 0
11:30 6 1 9 1
11:45 13 3 38 9 7 1 34 3 72 12
Total 179 473 179 473 282 402 282 402 461 875
Combined
Total 652 652 684 684 1336
AM Peak - 07:15 - - - 08:30 - - - - -
Vol. - 38 - - - 52 - - - - -
P.H.F. 0.679 0.765
PM Peak - - 03:15 - - - 02:15 - - - -
Vol. - - 78 - - - 53 - - - -
P.H.F. 0.722 0.491
Percentag
e
27.5% 72.5% 41.2% 58.8%
ADT/AADT ADT 1,336 AADT 1,336
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A46
Gilbert Street between Oakland and Florida
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
46 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Gilbert St
From: Oakland Ave To: Florida Ave
Date of Speed Survey: 3/29/2023
Critical Speed (85th) 39 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 27-36 MPH
Percent in Pace 55%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 1,627
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.25
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: 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: Gilbert Street
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: Sunny
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 0 43 0 From: 3:15
42 1 1 42 X X 2
41 1 3 41 X X X X 4 Time
40 0 2 40 X X 2 To: 4:00
39 3 4 39 X X X X X X X 7
38 1 1 38 X X 2 Existing
37 2 1 37 X X X 3 Speed Limit: N/P MPH
36 2 5 36 X X X X X X X 7 *
35 1 2 35 X X X 3 *
34 4 2 34 X X X X X X 6 *
33 2 2 33 X X X X 4 P
32 5 1 32 X X X X X X 6 A
31 2 3 31 X X X X X 5 C Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 E % Over Pace: 22% 26% 21%
29 5 3 29 X X X X X X X X 8 *
28 3 1 28 X X X X 4 * % In Pace: 66% 50% 55%
27 5 4 27 X X X X X X X X X 9 *
26 3 3 26 X X X X X X 6 % Under Pace: 12% 24% 24%
25 3 1 25 X X X X 4
24 2 3 24 X X X X X 5 Average Speed: 30 MPH 32 MPH 31 MPH 23 0 0 23 0
22 2 2 22 X X X X 4 Pace Speed: 25 - 34 MPH 27 - 36 MPH 27 - 36 MPH 21 0 2 21 X X 2
20 1 1 20 X X 2
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 24 MPH 25 MPH 18 1 0 18 X 1
17 0 0 17 0 50th Percentile / Critical Speed: 29 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 MPH 39 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
3/29/23
20.B
City of Hemet
Gilbert Street
B/ Oakland Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM042
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 16 1 12
12:15 3 10 2 10
12:30 2 11 2 12
12:45 0 19 6 56 0 3 5 37 11 93
01:00 0 19 0 13
01:15 1 25 0 13
01:30 1 19 1 14
01:45 0 19 2 82 0 10 1 50 3 132
02:00 1 21 1 12
02:15 0 19 0 24
02:30 2 21 0 24
02:45 0 25 3 86 0 13 1 73 4 159
03:00 2 17 0 13
03:15 1 20 2 14
03:30 1 12 0 17
03:45 3 17 7 66 0 13 2 57 9 123
04:00 2 21 0 14
04:15 0 13 3 12
04:30 1 22 2 12
04:45 3 11 6 67 1 13 6 51 12 118
05:00 2 18 3 16
05:15 4 12 2 15
05:30 6 18 4 9
05:45 3 14 15 62 2 11 11 51 26 113
06:00 4 18 2 8
06:15 5 12 2 7
06:30 0 5 3 13
06:45 3 8 12 43 10 11 17 39 29 82
07:00 9 11 8 4
07:15 14 12 10 6
07:30 12 10 20 4
07:45 14 9 49 42 11 5 49 19 98 61
08:00 12 9 11 7
08:15 15 12 16 9
08:30 19 6 21 3
08:45 8 9 54 36 18 8 66 27 120 63
09:00 18 4 15 5
09:15 13 3 4 6
09:30 4 2 8 0
09:45 11 0 46 9 15 4 42 15 88 24
10:00 22 5 10 3
10:15 10 4 10 5
10:30 20 1 18 2
10:45 14 1 66 11 9 2 47 12 113 23
11:00 15 2 10 1
11:15 8 2 8 1
11:30 18 1 13 0
11:45 27 1 68 6 14 2 45 4 113 10
Total 334 566 334 566 292 435 292 435 626 1001
Combined
Total 900 900 727 727 1627
AM Peak - 11:00 - - - 08:15 - - - - -
Vol. - 68 - - - 70 - - - - -
P.H.F. 0.630 0.833
PM Peak - - 02:00 - - - 02:15 - - - -
Vol. - - 86 - - - 74 - - - -
P.H.F. 0.860 0.771
Percentag
e
37.1% 62.9% 40.2% 59.8%
ADT/AADT ADT 1,627 AADT 1,627
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A47
Gilbert Street between Johnston and Stetson
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
47 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Gilbert St
From: Johnston Ave To: Stetson Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 38 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 74%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,455
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.64
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: Gilbert 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 1 1 44 X X 2 Time
43 0 0 43 0 From: 9:00
42 0 1 42 X 1
41 1 1 41 X X 2 Time
40 0 1 40 X 1 To: 9:45
39 3 3 39 X X X X X X 6
38 2 1 38 X X X 3 Existing
37 3 2 37 X X X X X 5 * Speed Limit: 30 MPH
36 4 6 36 X X X X X X X X X X 10 *
35 4 4 35 X X X X X X X X 8 *
34 2 2 34 X X X X 4 P
33 4 4 33 X X X X X X X X 8 A
32 4 6 32 X X X X X X X X X X 10 C
31 2 5 31 X X X X X X X 7 E Northbound Southbound Combined Statistics 30 5 3 30 X X X X X X X X 8 * % Over Pace: 14% 14% 15%
29 4 4 29 X X X X X X X X 8 *
28 5 0 28 X X X X X 5 * % In Pace: 76% 74% 74%
27 2 2 27 X X X X 4
26 1 2 26 X X X 3 % Under Pace: 10% 12% 11%
25 1 0 25 X 1
24 0 1 24 X 1 Average Speed: 33 MPH 33 MPH 33 MPH
23 1 1 23 X X 2
22 0 0 22 0 Pace Speed: 28 - 37 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: 28 MPH 29 MPH 28 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: 37 MPH 38 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 49 50 GRAND TOTALS 99
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
Gilbert Street
B/ Johnston Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM043
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 8 39 4 47
12:15 2 37 4 40
12:30 4 39 5 28
12:45 4 32 18 147 3 19 16 134 34 281
01:00 2 38 5 21
01:15 5 34 3 32
01:30 3 45 4 38
01:45 3 30 13 147 4 40 16 131 29 278
02:00 2 37 6 27
02:15 2 38 1 62
02:30 1 59 0 69
02:45 1 49 6 183 3 52 10 210 16 393
03:00 1 42 1 43
03:15 3 39 6 46
03:30 1 36 2 53
03:45 6 56 11 173 8 58 17 200 28 373
04:00 3 63 7 58
04:15 2 44 4 42
04:30 4 40 6 53
04:45 6 43 15 190 5 50 22 203 37 393
05:00 5 59 12 49
05:15 3 48 16 50
05:30 6 43 14 45
05:45 8 39 22 189 9 39 51 183 73 372
06:00 6 37 6 48
06:15 11 25 13 22
06:30 8 33 14 32
06:45 20 36 45 131 22 25 55 127 100 258
07:00 18 28 22 26
07:15 30 22 41 19
07:30 41 29 46 22
07:45 26 24 115 103 16 24 125 91 240 194
08:00 32 18 49 14
08:15 35 21 35 16
08:30 42 11 46 25
08:45 50 13 159 63 57 12 187 67 346 130
09:00 42 14 38 16
09:15 25 14 28 14
09:30 17 11 19 14
09:45 21 9 105 48 20 10 105 54 210 102
10:00 24 11 29 11
10:15 27 10 25 8
10:30 23 7 29 10
10:45 30 10 104 38 21 4 104 33 208 71
11:00 34 13 21 9
11:15 29 10 22 5
11:30 30 8 29 5
11:45 34 7 127 38 27 6 99 25 226 63
Total 740 1450 740 1450 807 1458 807 1458 1547 2908
Combined
Total 2190 2190 2265 2265 4455
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 169 - - - 187 - - - - -
P.H.F. 0.845 0.820
PM Peak - - 03:45 - - - 02:15 - - - -
Vol. - - 203 - - - 226 - - - -
P.H.F. 0.806 0.819
Percentag
e
33.8% 66.2% 35.6% 64.4%
ADT/AADT ADT 4,455 AADT 4,455
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A48
Girard Street between Menlo and Oakland
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
48 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Girard St
From: Menlo Ave To: Oakland Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit Not Posted
10 MPH Pace 30-39 MPH
Percent in Pace 74%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,377
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.54
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: 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: Girard Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Menlo Avenue - 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 1 46 X 1
45 0 0 45 0
44 1 1 44 X X 2 Time
43 1 2 43 X X X 3 From: 1:55
42 2 1 42 X X X 3
41 1 0 41 X 1 Time
40 2 2 40 X X X X 4 To: 2:30
39 1 6 39 X X X X X X X 7 *
38 4 0 38 X X X X 4 * Existing
37 5 4 37 X X X X X X X X X 9 * Speed Limit: 35 MPH
36 2 1 36 X X X 3 P
35 5 4 35 X X X X X X X X X 9 A
34 2 4 34 X X X X X X 6 C
33 2 4 33 X X X X X X 6 E
32 7 8 32 X X X X X X X X X X X X X X X 15 *
31 6 4 31 X X X X X X X X X X 10 * Northbound Southbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 16% 14% 14%
29 5 1 29 X X X X X X 6
28 2 0 28 X X 2 % In Pace: 80% 76% 74%
27 0 2 27 X X 2
26 0 2 26 X X 2 % Under Pace: 4% 10% 12%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 35 MPH 34 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: 30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 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
3/8/23
20.B
City of Hemet
Girard Street
B/ Menlo Avenue - Oakland Avenue
24 Hour Directional Volume Count
HEM044
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 20 3 15
12:15 5 32 0 17
12:30 3 22 2 17
12:45 0 17 10 91 3 18 8 67 18 158
01:00 1 14 1 13
01:15 0 19 1 19
01:30 3 27 0 14
01:45 1 21 5 81 2 7 4 53 9 134
02:00 1 21 1 12
02:15 4 21 1 31
02:30 1 30 3 19
02:45 1 30 7 102 0 24 5 86 12 188
03:00 1 25 1 18
03:15 0 27 0 29
03:30 0 26 0 25
03:45 1 30 2 108 1 23 2 95 4 203
04:00 2 31 3 19
04:15 1 22 1 24
04:30 3 24 3 18
04:45 2 40 8 117 0 20 7 81 15 198
05:00 4 41 3 18
05:15 1 30 2 21
05:30 8 27 3 18
05:45 5 14 18 112 4 19 12 76 30 188
06:00 6 19 6 24
06:15 7 25 5 13
06:30 11 18 4 16
06:45 10 14 34 76 11 14 26 67 60 143
07:00 12 25 14 12
07:15 18 14 21 7
07:30 16 17 22 17
07:45 19 19 65 75 37 8 94 44 159 119
08:00 19 10 19 11
08:15 11 12 18 9
08:30 15 12 28 4
08:45 20 8 65 42 18 10 83 34 148 76
09:00 24 5 20 5
09:15 14 4 16 3
09:30 9 5 14 9
09:45 14 9 61 23 13 5 63 22 124 45
10:00 12 4 12 7
10:15 10 7 13 9
10:30 19 4 11 4
10:45 23 1 64 16 24 2 60 22 124 38
11:00 14 4 21 0
11:15 16 5 21 2
11:30 22 4 22 2
11:45 26 1 78 14 21 3 85 7 163 21
Total 417 857 417 857 449 654 449 654 866 1511
Combined
Total 1274 1274 1103 1103 2377
AM Peak - 11:00 - - - 07:45 - - - - -
Vol. - 78 - - - 102 - - - - -
P.H.F. 0.750 0.689
PM Peak - - 04:45 - - - 02:45 - - - -
Vol. - - 138 - - - 96 - - - -
P.H.F. 0.841 0.828
Percentag
e
32.7% 67.3% 40.7% 59.3%
ADT/AADT ADT 2,377 AADT 2,377
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A49
Girard Street between Oakland and Devonshire
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
49 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Girard St
From: Oakland Ave To: Devonshire Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 71%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,525
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
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: Girard Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Oakland Avenue - Devonshire 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: 2:30
42 1 1 42 X X 2
41 1 4 41 X X X X X 5 Time
40 4 1 40 X X X X X 5 To: 2:50
39 2 2 39 X X X X 4
38 4 0 38 X X X X 4 Existing
37 3 2 37 X X X X X 5 * Speed Limit: 30 MPH
36 2 1 36 X X X 3 *
35 5 2 35 X X X X X X X 7 *
34 2 5 34 X X X X X X X 7 P
33 7 5 33 X X X X X X X X X X X X 12 A
32 6 2 32 X X X X X X X X 8 C
31 5 7 31 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 30 2 3 30 X X X X X 5 * % Over Pace: 6% 20% 21%
29 2 4 29 X X X X X X 6 *
28 2 4 28 X X X X X X 6 * % In Pace: 80% 72% 71%
27 0 3 27 X X X 3
26 1 0 26 X 1 % Under Pace: 14% 8% 8%
25 0 2 25 X X 2
24 0 1 24 X 1 Average Speed: 34 MPH 32 MPH 33 MPH
23 0 1 23 X 1
22 0 0 22 0 Pace Speed: 31 - 40 MPH 27 - 36 MPH 28 - 37 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 28 MPH 29 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 31 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 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
3/8/23
20.B
City of Hemet
Girard Street
B/ Oakland Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM045
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 32 2 16
12:15 1 27 0 27
12:30 3 21 1 24
12:45 0 17 7 97 2 18 5 85 12 182
01:00 2 21 2 24
01:15 1 15 2 21
01:30 2 22 1 19
01:45 2 24 7 82 1 14 6 78 13 160
02:00 1 12 3 14
02:15 4 17 2 33
02:30 2 26 2 25
02:45 1 31 8 86 0 40 7 112 15 198
03:00 0 22 0 26
03:15 0 23 1 37
03:30 0 25 0 27
03:45 1 29 1 99 1 31 2 121 3 220
04:00 2 31 4 21
04:15 0 26 0 21
04:30 5 27 4 18
04:45 1 35 8 119 0 20 8 80 16 199
05:00 5 37 4 22
05:15 0 25 5 18
05:30 6 30 3 22
05:45 5 20 16 112 5 19 17 81 33 193
06:00 5 17 7 24
06:15 9 21 7 17
06:30 9 15 4 12
06:45 5 11 28 64 13 21 31 74 59 138
07:00 7 16 13 13
07:15 16 14 14 7
07:30 11 17 24 20
07:45 12 17 46 64 36 7 87 47 133 111
08:00 22 10 23 13
08:15 7 14 16 10
08:30 7 10 32 7
08:45 24 9 60 43 27 14 98 44 158 87
09:00 22 6 23 10
09:15 10 6 22 4
09:30 14 5 20 3
09:45 20 9 66 26 14 5 79 22 145 48
10:00 16 4 15 8
10:15 13 10 11 6
10:30 23 3 16 3
10:45 29 2 81 19 33 4 75 21 156 40
11:00 15 7 20 0
11:15 19 3 33 3
11:30 21 3 23 1
11:45 25 4 80 17 25 4 101 8 181 25
Total 408 828 408 828 516 773 516 773 924 1601
Combined
Total 1236 1236 1289 1289 2525
AM Peak - 10:30 - - - 10:45 - - - - -
Vol. - 86 - - - 109 - - - - -
P.H.F. 0.741 0.826
PM Peak - - 04:45 - - - 02:45 - - - -
Vol. - - 127 - - - 130 - - - -
P.H.F. 0.858 0.813
Percentag
e
33.0% 67.0% 40.0% 60.0%
ADT/AADT ADT 2,525 AADT 2,525
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A50
Girard Street between Devonshire and Florida
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
50 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Girard St
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 38 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 79%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,732
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.67
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: September 8, 2023
20.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Girard 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 1 2 44 X X X 3 Time
43 0 0 43 0 From: 2:50
42 1 0 42 X 1
41 0 2 41 X X 2 Time
40 0 1 40 X 1 To: 3:15
39 3 3 39 X X X X X X 6 *
38 4 3 38 X X X X X X X 7 * Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 30 MPH
36 3 2 36 X X X X X 5 P
35 9 0 35 X X X X X X X X X 9 A
34 5 5 34 X X X X X X X X X X 10 C
33 8 8 33 X X X X X X X X X X X X X X X X 16 E
32 6 4 32 X X X X X X X X X X 10 *
31 2 4 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 1 2 30 X X X 3 * % Over Pace: 10% 10% 7%
29 4 2 29 X X X X X X 6
28 0 3 28 X X X 3 % In Pace: 88% 72% 79%
27 1 2 27 X X X 3
26 0 1 26 X 1 % Under Pace: 2% 18% 14%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 1 22 X 1 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 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 39 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
3/8/23
20.B
City of Hemet
Girard Street
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM046
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 42 4 35
12:15 3 38 0 30
12:30 2 24 1 31
12:45 0 18 7 122 2 21 7 117 14 239
01:00 1 26 0 28
01:15 1 10 1 26
01:30 3 23 0 23
01:45 0 29 5 88 1 25 2 102 7 190
02:00 1 22 3 15
02:15 2 14 2 32
02:30 1 32 3 28
02:45 2 30 6 98 0 39 8 114 14 212
03:00 1 24 1 33
03:15 2 28 1 41
03:30 0 28 1 31
03:45 1 31 4 111 2 32 5 137 9 248
04:00 2 29 2 26
04:15 1 25 0 28
04:30 1 30 3 25
04:45 2 31 6 115 1 28 6 107 12 222
05:00 4 37 8 22
05:15 0 22 8 15
05:30 3 24 4 29
05:45 4 21 11 104 8 22 28 88 39 192
06:00 6 15 8 26
06:15 5 20 8 13
06:30 4 16 3 12
06:45 7 7 22 58 8 13 27 64 49 122
07:00 14 17 15 15
07:15 15 10 24 4
07:30 13 16 26 18
07:45 15 13 57 56 26 10 91 47 148 103
08:00 15 12 29 11
08:15 11 12 21 8
08:30 14 9 32 9
08:45 25 11 65 44 48 8 130 36 195 80
09:00 17 5 22 8
09:15 12 3 24 3
09:30 16 6 24 3
09:45 17 8 62 22 19 6 89 20 151 42
10:00 24 6 19 4
10:15 20 10 17 7
10:30 25 4 16 3
10:45 24 3 93 23 24 1 76 15 169 38
11:00 19 7 21 1
11:15 22 4 30 3
11:30 27 5 31 5
11:45 28 5 96 21 25 4 107 13 203 34
Total 434 862 434 862 576 860 576 860 1010 1722
Combined
Total 1296 1296 1436 1436 2732
AM Peak - 11:00 - - - 08:00 - - - - -
Vol. - 96 - - - 130 - - - - -
P.H.F. 0.857 0.677
PM Peak - - 04:15 - - - 02:45 - - - -
Vol. - - 123 - - - 144 - - - -
P.H.F. 0.809 0.878
Percentag
e
33.5% 66.5% 40.1% 59.9%
ADT/AADT ADT 2,732 AADT 2,732
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A51
Hemet Street between Washington and Wanda
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
51 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Hemet St
From: Washington Ave To: Wanda Circle
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 41-50 MPH
Percent in Pace 64%
Street Classification: Collector
Length of Street Segment: 0.56 Miles
Average Daily Traffic: 4,092
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.40
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: September 8, 2023
20.B
MPH Vehicles Surveyed TOT.
Speed NB SB VEH. Location: Hemet Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Washington Avenue - Wanda Circle
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 1 0 55 X 1
54 0 0 54 0 Time
53 2 1 53 X X X 3 From: 9:00
52 1 0 52 X 1
51 2 1 51 X X X 3 Time
50 4 1 50 X X X X X 5 * To: 9:30
49 1 3 49 X X X X 4 *
48 5 3 48 X X X X X X X X 8 * Existing
47 2 2 47 X X X X 4 P Speed Limit: 40 MPH
46 5 4 46 X X X X X X X X X 9 A
45 1 4 45 X X X X X 5 C
44 2 2 44 X X X X 4 E
43 3 2 43 X X X X X 5 *
42 7 6 42 X X X X X X X X X X X X X 13 *
41 4 3 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 0 5 40 X X X X X 5 % Over Pace: 12% 6% 8%
39 1 3 39 X X X X 4
38 0 2 38 X X 2 % In Pace: 68% 68% 64%
37 4 0 37 X X X X 4
36 2 2 36 X X X X 4 % Under Pace: 20% 26% 28%
35 2 1 35 X X X 3
34 0 1 34 X 1 Average Speed: 44 MPH 42 MPH 43 MPH
33 1 2 33 X X X 3
32 0 0 32 0 Pace Speed: 41 - 50 MPH 40 - 49 MPH 41 - 50 MPH 31 0 0 31 0
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 MPH 42 MPH 43 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 50 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
Hemet Street
B/ Washington Avenue - Wanda Circle
24 Hour Directional Volume Count
HEM047
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 27 6 40
12:15 1 30 5 26
12:30 5 25 3 29
12:45 2 19 12 101 7 25 21 120 33 221
01:00 3 17 4 23
01:15 5 22 3 29
01:30 2 25 5 17
01:45 3 27 13 91 6 29 18 98 31 189
02:00 0 30 4 33
02:15 5 27 6 28
02:30 4 35 0 40
02:45 7 24 16 116 12 34 22 135 38 251
03:00 7 27 4 45
03:15 10 25 1 48
03:30 15 35 3 51
03:45 12 38 44 125 4 43 12 187 56 312
04:00 22 23 7 41
04:15 24 27 7 51
04:30 13 31 5 48
04:45 20 34 79 115 5 49 24 189 103 304
05:00 36 26 8 42
05:15 22 33 6 42
05:30 31 31 1 39
05:45 24 22 113 112 16 60 31 183 144 295
06:00 30 13 12 40
06:15 36 28 16 49
06:30 33 24 13 47
06:45 33 20 132 85 26 40 67 176 199 261
07:00 36 11 33 31
07:15 45 15 37 27
07:30 52 23 14 25
07:45 42 20 175 69 37 26 121 109 296 178
08:00 39 12 21 27
08:15 30 25 40 18
08:30 28 15 28 35
08:45 34 15 131 67 31 20 120 100 251 167
09:00 20 12 28 19
09:15 23 9 32 18
09:30 19 8 23 17
09:45 24 14 86 43 31 11 114 65 200 108
10:00 19 6 26 14
10:15 19 8 18 14
10:30 18 4 18 12
10:45 15 1 71 19 26 6 88 46 159 65
11:00 19 4 17 14
11:15 17 3 26 6
11:30 22 3 17 14
11:45 21 2 79 12 36 10 96 44 175 56
Total 951 955 951 955 734 1452 734 1452 1685 2407
Combined
Total 1906 1906 2186 2186 4092
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 178 - - - 127 - - - - -
P.H.F. 0.856 0.794
PM Peak - - 03:00 - - - 05:45 - - - -
Vol. - - 125 - - - 196 - - - -
P.H.F. 0.822 0.817
Percentag
e
49.9% 50.1% 33.6% 66.4%
ADT/AADT ADT 4,092 AADT 4,092
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A52
Hemet Street between Wanda and Charlton
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
52 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Hemet St
From: Wanda Circle To: Charlton Ave
Date of Speed Survey: 6/13/2023
Critical Speed (85th) 40 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 82%
Street Classification: Collector
Length of Street Segment: 0.15 Miles
Average Daily Traffic: 4,040
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
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: 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: Hemet Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Du Cane Street - Charlton 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 1 0 45 X 1
44 1 0 44 X 1 Time
43 1 2 43 X X X 3 From: 3:00
42 1 1 42 X X 2
41 2 0 41 X X 2 Time
40 4 3 40 X X X X X X X 7 To: 3:30
39 3 8 39 X X X X X X X X X X X 11 *
38 3 4 38 X X X X X X X 7 * Existing
37 3 4 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 7 4 36 X X X X X X X X X X X 11 P
35 9 6 35 X X X X X X X X X X X X X X X 15 A
34 4 5 34 X X X X X X X X X 9 C
33 4 6 33 X X X X X X X X X X 10 E
32 2 0 32 X X 2 *
31 0 0 31 0 * Northbound Southbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 * % Over Pace: 8% 14% 17% 29 0 0 29 0
28 0 0 28 0 % In Pace: 82% 84% 82%
27 0 1 27 X 1
26 0 0 26 0 % Under Pace: 10% 2% 1%
25 0 0 25 0
24 0 0 24 0 Average Speed: 36 MPH 36 MPH 36 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 32 - 41 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: 33 MPH 33 MPH 33 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 39 MPH 40 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
6/13/23
20.B
City of Hemet
Hemet Street
B/ Charlton Avenue - Du Cane Street
24 Hour Directional Volume Count
HEM048B
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 8 21 10 20
12:15 4 34 2 36
12:30 6 18 12 30
12:45 3 31 21 104 8 31 32 117 53 221
01:00 2 24 5 35
01:15 4 28 8 27
01:30 0 27 2 37
01:45 1 29 7 108 4 28 19 127 26 235
02:00 2 29 3 41
02:15 5 22 7 42
02:30 2 23 3 24
02:45 2 26 11 100 3 31 16 138 27 238
03:00 5 19 2 28
03:15 4 37 5 46
03:30 7 37 3 37
03:45 15 39 31 132 2 65 12 176 43 308
04:00 12 26 5 40
04:15 11 20 6 43
04:30 12 29 2 47
04:45 23 32 58 107 7 37 20 167 78 274
05:00 23 28 12 47
05:15 20 35 7 44
05:30 20 19 8 53
05:45 25 33 88 115 11 56 38 200 126 315
06:00 19 33 8 31
06:15 36 14 21 40
06:30 20 20 12 38
06:45 30 17 105 84 17 35 58 144 163 228
07:00 21 11 29 37
07:15 34 22 24 19
07:30 38 15 21 35
07:45 35 27 128 75 23 27 97 118 225 193
08:00 24 28 48 35
08:15 27 20 27 20
08:30 25 21 42 24
08:45 31 21 107 90 26 26 143 105 250 195
09:00 38 16 27 15
09:15 17 17 23 23
09:30 16 23 19 23
09:45 19 11 90 67 14 27 83 88 173 155
10:00 24 7 17 20
10:15 23 18 18 14
10:30 18 10 18 12
10:45 22 10 87 45 26 12 79 58 166 103
11:00 13 5 30 12
11:15 18 9 22 16
11:30 24 4 23 14
11:45 16 4 71 22 25 10 100 52 171 74
Total 804 1049 804 1049 697 1490 697 1490 1501 2539
Combined
Total 1853 1853 2187 2187 4040
AM Peak - 07:15 - - - 08:00 - - - - -
Vol. - 131 - - - 143 - - - - -
P.H.F. 0.862 0.745
PM Peak - - 03:15 - - - 05:00 - - - -
Vol. - - 139 - - - 200 - - - -
P.H.F. 0.891 0.893
Percentag
e
43.4% 56.6% 31.9% 68.1%
ADT/AADT ADT 4,040 AADT 4,040
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A53
Hemet Street between Charlton and Lincoln
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
53 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Hemet St
From: Charlton Ave To: Lincoln Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 40 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 75%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,510
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.08
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: 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 and conditions not readily apparent, 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: Hemet Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Charlton Avenue - Lincoln 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 2 47 X X 2 Date:
46 1 0 46 X 1
45 0 0 45 0
44 0 0 44 0 Time
43 3 0 43 X X X 3 From: 9:30
42 0 1 42 X 1
41 3 2 41 X X X X X 5 * Time
40 2 4 40 X X X X X X 6 * To: 10:05
39 0 4 39 X X X X 4 *
38 10 2 38 X X X X X X X X X X X X 12 P Existing
37 3 1 37 X X X X 4 A Speed Limit: 35 MPH
36 9 2 36 X X X X X X X X X X X 11 C
35 9 4 35 X X X X X X X X X X X X X 13 E
34 1 5 34 X X X X X X 6 *
33 4 6 33 X X X X X X X X X X 10 *
32 1 3 32 X X X X 4 *
31 1 3 31 X X X X 4 Northbound Southbound Combined Statistics 30 2 1 30 X X X 3 % Over Pace: 8% 10% 7%
29 1 3 29 X X X X 4
28 0 3 28 X X X 3 % In Pace: 84% 68% 75%
27 0 0 27 0
26 0 2 26 X X 2 % Under Pace: 8% 22% 18%
25 0 1 25 X 1
24 0 0 24 0 Average Speed: 37 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 1 22 X 1 Pace Speed: 32 - 41 MPH 31 - 40 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 29 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 34 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 40 MPH 40 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
Hemet Street
B/ Charlton Avenue - Lincoln Avenue
24 Hour Directional Volume Count
HEM048
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 27 6 33
12:15 1 29 3 29
12:30 1 22 6 22
12:45 2 23 7 101 4 27 19 111 26 212
01:00 3 16 4 21
01:15 3 22 3 23
01:30 1 22 4 21
01:45 3 24 10 84 6 21 17 86 27 170
02:00 0 16 5 24
02:15 4 14 3 22
02:30 3 31 3 24
02:45 5 25 12 86 8 29 19 99 31 185
03:00 3 21 3 45
03:15 4 26 3 35
03:30 11 28 2 33
03:45 10 36 28 111 6 48 14 161 42 272
04:00 15 18 4 36
04:15 13 29 10 35
04:30 11 24 2 36
04:45 9 31 48 102 8 37 24 144 72 246
05:00 24 36 5 37
05:15 15 32 7 41
05:30 25 30 4 33
05:45 15 22 79 120 10 46 26 157 105 277
06:00 16 14 12 35
06:15 23 31 13 38
06:30 26 25 12 36
06:45 18 17 83 87 14 41 51 150 134 237
07:00 22 11 31 25
07:15 31 14 36 23
07:30 43 19 17 27
07:45 24 18 120 62 25 20 109 95 229 157
08:00 30 12 24 23
08:15 28 27 43 16
08:30 28 13 26 19
08:45 29 13 115 65 32 26 125 84 240 149
09:00 20 16 30 14
09:15 23 14 27 17
09:30 14 8 32 14
09:45 22 9 79 47 22 13 111 58 190 105
10:00 19 10 20 11
10:15 9 7 19 9
10:30 17 1 22 13
10:45 19 2 64 20 21 5 82 38 146 58
11:00 14 3 21 11
11:15 20 3 25 6
11:30 22 0 18 8
11:45 14 3 70 9 23 9 87 34 157 43
Total 715 894 715 894 684 1217 684 1217 1399 2111
Combined
Total 1609 1609 1901 1901 3510
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 128 - - - 131 - - - - -
P.H.F. 0.744 0.762
PM Peak - - 04:45 - - - 03:00 - - - -
Vol. - - 129 - - - 161 - - - -
P.H.F. 0.896 0.839
Percentag
e
44.4% 55.6% 36.0% 64.0%
ADT/AADT ADT 3,510 AADT 3,510
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A54
Hemet Street between Lincoln and Florida
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
54 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Hemet St
From: Lincoln Ave To: Florida Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 72%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,362
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.17
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: Hemet Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lincoln 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 1 0 46 X 1
45 1 0 45 X 1
44 0 1 44 X 1 Time
43 1 2 43 X X X 3 From: 10:05
42 2 0 42 X X 2
41 1 2 41 X X X 3 Time
40 0 4 40 X X X X 4 To: 10:55
39 3 1 39 X X X X 4 *
38 4 3 38 X X X X X X X 7 * Existing
37 5 3 37 X X X X X X X X 8 * Speed Limit: 35 MPH
36 3 4 36 X X X X X X X 7 P
35 5 7 35 X X X X X X X X X X X X 12 A
34 4 4 34 X X X X X X X X 8 C
33 3 0 33 X X X 3 E
32 4 5 32 X X X X X X X X X 9 *
31 2 4 31 X X X X X X 6 * Northbound Southbound Combined Statistics 30 6 2 30 X X X X X X X X 8 * % Over Pace: 12% 10% 15%
29 3 1 29 X X X X 4
28 1 2 28 X X X 3 % In Pace: 78% 70% 72%
27 0 1 27 X 1
26 0 2 26 X X 2 % Under Pace: 10% 20% 13%
25 1 1 25 X X 2
24 0 1 24 X 1 Average Speed: 35 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 31 - 40 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 29 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 35 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 40 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
3/8/23
20.B
City of Hemet
Hemet Street
B/ Lincoln Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM049
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 22 6 26
12:15 1 24 3 30
12:30 1 18 4 24
12:45 2 18 6 82 7 29 20 109 26 191
01:00 0 17 4 25
01:15 3 17 4 23
01:30 2 26 2 26
01:45 2 20 7 80 5 23 15 97 22 177
02:00 0 16 4 23
02:15 1 18 2 20
02:30 3 34 3 26
02:45 4 23 8 91 8 23 17 92 25 183
03:00 3 19 2 42
03:15 3 30 4 32
03:30 9 29 2 34
03:45 9 33 24 111 5 49 13 157 37 268
04:00 9 20 3 36
04:15 13 30 10 32
04:30 6 28 3 35
04:45 8 26 36 104 9 37 25 140 61 244
05:00 20 39 4 36
05:15 13 31 7 36
05:30 30 29 9 34
05:45 9 20 72 119 11 42 31 148 103 267
06:00 17 15 15 30
06:15 20 29 14 33
06:30 19 24 8 31
06:45 16 17 72 85 16 42 53 136 125 221
07:00 19 11 28 29
07:15 31 13 31 26
07:30 37 17 20 28
07:45 20 18 107 59 30 18 109 101 216 160
08:00 28 12 21 26
08:15 22 26 43 14
08:30 30 15 28 16
08:45 24 13 104 66 25 22 117 78 221 144
09:00 27 12 32 11
09:15 22 13 32 16
09:30 14 9 24 10
09:45 20 11 83 45 22 9 110 46 193 91
10:00 15 8 24 12
10:15 13 5 15 8
10:30 16 1 18 13
10:45 19 2 63 16 23 5 80 38 143 54
11:00 15 4 21 8
11:15 20 3 23 7
11:30 20 0 19 6
11:45 13 4 68 11 19 8 82 29 150 40
Total 650 869 650 869 672 1171 672 1171 1322 2040
Combined
Total 1519 1519 1843 1843 3362
AM Peak - 07:15 - - - 08:15 - - - - -
Vol. - 116 - - - 128 - - - - -
P.H.F. 0.784 0.744
PM Peak - - 04:45 - - - 03:00 - - - -
Vol. - - 125 - - - 157 - - - -
P.H.F. 0.801 0.801
Percentag
e
42.8% 57.2% 36.5% 63.5%
ADT/AADT ADT 3,362 AADT 3,362
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A55
Johnston Avenue between Sanderson and Kirby
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
55 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Johnston Ave
From: Sanderson Ave To: Kirby St
Date of Speed Survey: 6/14/2023
Critical Speed (85th) 35 MPH
50 Percentile 31 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 88%
Street Classification: Collector
Length of Street Segment: 0.61 Miles
Average Daily Traffic: 3,323
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.35
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: 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: Johnston Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Kirby Street - Sanderson 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: 12:55
42 0 0 42 0
41 0 0 41 0 Time
40 0 1 40 X 1 To: 1:40
39 0 0 39 0
38 2 3 38 X X X X X 5 Existing
37 2 1 37 X X X 3 Speed Limit: 30 MPH
36 2 3 36 X X X X X 5 *
35 3 3 35 X X X X X X 6 *
34 6 6 34 X X X X X X X X X X X X 12 *
33 8 2 33 X X X X X X X X X X 10 P
32 4 4 32 X X X X X X X X 8 A
31 3 6 31 X X X X X X X X X 9 C Eastbound Westbound Combined Statistics 30 12 10 30 X X X X X X X X X X X X X X X X X X X X X X 22 E % Over Pace: 4% 10% 9% 29 0 3 29 X X X 3 *
28 3 4 28 X X X X X X X 7 * % In Pace: 86% 90% 88%
27 2 4 27 X X X X X X 6 *
26 2 0 26 X X 2 % Under Pace: 10% 0% 3%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 32 MPH 32 MPH 32 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 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: 28 MPH 28 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 31 MPH 31 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 35 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
6/14/23
20.B
City of Hemet
Johnston Avenue
B/ Kirby Street - Sanderson Avenue
24 Hour Directional Volume Count
HEM050B
Site Code: 232-23157B
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 6/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 25 3 35
12:15 5 35 9 33
12:30 2 28 2 21
12:45 3 18 15 106 0 37 14 126 29 232
01:00 3 29 3 28
01:15 0 29 2 22
01:30 3 44 1 29
01:45 0 20 6 122 1 39 7 118 13 240
02:00 0 39 1 23
02:15 2 35 1 26
02:30 0 32 2 27
02:45 3 34 5 140 2 26 6 102 11 242
03:00 0 38 1 29
03:15 2 24 3 35
03:30 0 58 3 32
03:45 2 36 4 156 8 42 15 138 19 294
04:00 1 38 5 27
04:15 3 37 6 21
04:30 2 51 8 30
04:45 2 35 8 161 8 24 27 102 35 263
05:00 1 41 11 24
05:15 2 32 14 31
05:30 2 32 19 31
05:45 4 34 9 139 18 31 62 117 71 256
06:00 4 25 15 21
06:15 10 31 10 19
06:30 9 18 9 34
06:45 17 26 40 100 11 19 45 93 85 193
07:00 11 37 17 25
07:15 10 19 15 23
07:30 18 17 21 21
07:45 20 25 59 98 30 11 83 80 142 178
08:00 17 16 27 30
08:15 17 14 37 13
08:30 28 13 31 11
08:45 17 21 79 64 19 14 114 68 193 132
09:00 12 18 12 11
09:15 20 6 23 10
09:30 20 10 23 10
09:45 15 8 67 42 33 10 91 41 158 83
10:00 29 11 22 6
10:15 14 10 21 11
10:30 17 13 13 6
10:45 15 5 75 39 22 4 78 27 153 66
11:00 28 5 26 7
11:15 13 11 27 2
11:30 23 4 23 3
11:45 20 6 84 26 31 6 107 18 191 44
Total 451 1193 451 1193 649 1030 649 1030 1100 2223
Combined
Total 1644 1644 1679 1679 3323
AM Peak - 09:15 - - - 07:45 - - - - -
Vol. - 84 - - - 125 - - - - -
P.H.F. 0.724 0.845
PM Peak - - 03:30 - - - 03:00 - - - -
Vol. - - 169 - - - 138 - - - -
P.H.F. 0.728 0.821
Percentag
e
27.4% 72.6% 38.7% 61.3%
ADT/AADT ADT 3,323 AADT 3,323
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A56
Johnston Avenue between Kirby and Lyon
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
56 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Johnston Ave
From: Kirby St To: Lyon Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 43 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 68%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,997
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.37
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: 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: Johnston Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Kirby Street - Lyon 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: 10:20
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 2 50 X X 2 To: 11:20
49 0 0 49 0
48 0 2 48 X X 2 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 1 1 46 X X 2
45 0 1 45 X 1
44 1 2 44 X X X 3
43 3 2 43 X X X X X 5
42 3 2 42 X X X X X 5
41 1 3 41 X X X X 4 Eastbound Westbound Combined Statistics 40 2 0 40 X X 2 % Over Pace: 22% 32% 27%
39 2 4 39 X X X X X X 6 *
38 2 2 38 X X X X 4 * % In Pace: 72% 64% 68%
37 10 8 37 X X X X X X X X X X X X X X X X X X 18 *
36 2 5 36 X X X X X X X 7 P % Under Pace: 6% 4% 5%
35 7 1 35 X X X X X X X X 8 A
34 2 2 34 X X X X 4 C Average Speed: 36 MPH 38 MPH 37 MPH 33 4 3 33 X X X X X X X 7 E
32 2 1 32 X X X 3 * Pace Speed: 30 - 39 MPH 30 - 39 MPH 30 - 39 MPH 31 2 5 31 X X X X X X X 7 *
30 3 1 30 X X X X 4 *
29 2 2 29 X X X X 4 15th Percentile / Critical Speed: 31 MPH 31 MPH 31 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 36 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 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
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
Johnston Avenue
B/ Kirby Street - Lyon Avenue
24 Hour Directional Volume Count
HEM050
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 1 28 0 32
12:15 0 34 5 37
12:30 2 32 1 31
12:45 1 28 4 122 1 29 7 129 11 251
01:00 4 37 1 29
01:15 2 41 1 45
01:30 4 36 3 45
01:45 1 46 11 160 4 43 9 162 20 322
02:00 1 36 0 34
02:15 2 39 0 70
02:30 0 39 1 46
02:45 3 45 6 159 3 51 4 201 10 360
03:00 1 31 2 44
03:15 1 32 1 48
03:30 0 42 2 55
03:45 1 63 3 168 7 51 12 198 15 366
04:00 0 48 2 60
04:15 2 31 2 37
04:30 1 46 1 30
04:45 1 36 4 161 7 33 12 160 16 321
05:00 4 42 7 41
05:15 5 41 11 34
05:30 5 33 6 38
05:45 7 30 21 146 13 30 37 143 58 289
06:00 4 29 14 30
06:15 7 24 9 18
06:30 20 42 13 13
06:45 22 19 53 114 18 22 54 83 107 197
07:00 37 26 33 20
07:15 47 18 39 18
07:30 25 10 39 13
07:45 25 12 134 66 44 8 155 59 289 125
08:00 35 6 50 11
08:15 32 15 50 8
08:30 40 10 41 15
08:45 29 14 136 45 46 9 187 43 323 88
09:00 29 17 32 19
09:15 19 8 36 9
09:30 27 8 23 4
09:45 20 8 95 41 30 7 121 39 216 80
10:00 25 10 33 5
10:15 16 13 26 5
10:30 20 14 29 7
10:45 24 5 85 42 31 2 119 19 204 61
11:00 27 4 26 8
11:15 23 6 30 7
11:30 31 3 33 0
11:45 28 3 109 16 37 2 126 17 235 33
Total 661 1240 661 1240 843 1253 843 1253 1504 2493
Combined
Total 1901 1901 2096 2096 3997
AM Peak - 08:00 - - - 08:00 - - - - -
Vol. - 136 - - - 187 - - - - -
P.H.F. 0.723 0.935
PM Peak - - 03:45 - - - 03:15 - - - -
Vol. - - 188 - - - 214 - - - -
P.H.F. 0.746 0.892
Percentag
e
34.8% 65.2% 40.2% 59.8%
ADT/AADT ADT 3,997 AADT 3,997
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A57
Johnston Avenue between Lyon and Palm
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
57 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Johnston Ave
From: Lyon Ave To: Palm Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 37 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 70%
Street Classification: Collector
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 4,006
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.34
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 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 speed 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: Johnston Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lyon Avenue - Gilbert 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 0 0 45 0
44 1 0 44 X 1 Time
43 2 0 43 X X 2 From: 9:45
42 0 1 42 X 1
41 0 0 41 0 Time
40 1 1 40 X X 2 To: 10:20
39 1 3 39 X X X X 4
38 1 2 38 X X X 3 Existing
37 2 1 37 X X X 3 * Speed Limit: 30 MPH
36 5 3 36 X X X X X X X X 8 *
35 2 2 35 X X X X 4 *
34 2 2 34 X X X X 4 P
33 4 6 33 X X X X X X X X X X 10 A
32 6 8 32 X X X X X X X X X X X X X X 14 C
31 4 4 31 X X X X X X X X 8 E Eastbound Westbound Combined Statistics 30 5 5 30 X X X X X X X X X X 10 * % Over Pace: 12% 4% 13% 29 2 2 29 X X X X 4 *
28 2 3 28 X X X X X 5 * % In Pace: 68% 72% 70%
27 1 0 27 X 1
26 2 0 26 X X 2 % Under Pace: 20% 24% 17%
25 4 1 25 X X X X X 5
24 2 0 24 X X 2 Average Speed: 32 MPH 32 MPH 32 MPH
23 0 5 23 X X X X X 5
22 0 1 22 X 1 Pace Speed: 28 - 37 MPH 30 - 39 MPH 28 - 37 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 26 MPH 28 MPH 26 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 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
Johnston Avenue
B/ Lyon Avenue - Gilbert Street
24 Hour Directional Volume Count
HEM051
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 2 33 2 26
12:15 1 29 4 34
12:30 1 37 4 27
12:45 1 31 5 130 1 35 11 122 16 252
01:00 6 35 5 28
01:15 1 42 0 37
01:30 1 32 0 31
01:45 1 53 9 162 4 39 9 135 18 297
02:00 1 51 0 45
02:15 1 52 0 56
02:30 0 48 1 51
02:45 2 47 4 198 1 48 2 200 6 398
03:00 2 38 1 46
03:15 1 36 1 56
03:30 0 47 2 46
03:45 1 61 4 182 3 51 7 199 11 381
04:00 1 50 2 51
04:15 2 36 1 44
04:30 1 38 4 34
04:45 1 39 5 163 6 35 13 164 18 327
05:00 6 42 5 40
05:15 6 40 5 37
05:30 5 31 11 33
05:45 6 28 23 141 7 27 28 137 51 278
06:00 5 28 15 26
06:15 9 27 11 13
06:30 20 36 7 13
06:45 23 30 57 121 15 16 48 68 105 189
07:00 40 25 29 17
07:15 48 17 33 19
07:30 37 12 41 14
07:45 26 10 151 64 37 12 140 62 291 126
08:00 38 11 39 8
08:15 51 11 42 12
08:30 63 11 33 8
08:45 52 18 204 51 37 9 151 37 355 88
09:00 27 19 25 13
09:15 22 7 23 4
09:30 20 9 24 5
09:45 28 10 97 45 25 8 97 30 194 75
10:00 21 9 24 7
10:15 22 10 28 6
10:30 27 13 22 5
10:45 29 8 99 40 29 5 103 23 202 63
11:00 23 3 26 11
11:15 33 6 22 3
11:30 31 1 34 2
11:45 33 2 120 12 33 2 115 18 235 30
Total 778 1309 778 1309 724 1195 724 1195 1502 2504
Combined
Total 2087 2087 1919 1919 4006
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 204 - - - 159 - - - - -
P.H.F. 0.810 0.946
PM Peak - - 01:45 - - - 03:15 - - - -
Vol. - - 204 - - - 204 - - - -
P.H.F. 0.962 0.911
Percentag
e
37.3% 62.7% 37.7% 62.3%
ADT/AADT ADT 4,006 AADT 4,006
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A58
Johnston Avenue between Palm and Gilbert
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
58 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Johnston Ave
From: Palm Ave To: Gilbert St
Date of Speed Survey: 6/14/2023
Critical Speed (85th) 39 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 76%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,312
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.69
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: 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: Johnston Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Palm Avenue - State 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 0 0 45 0
44 0 1 44 X 1 Time
43 2 0 43 X X 2 From: 12:15
42 2 0 42 X X 2
41 2 4 41 X X X X X X 6 Time
40 1 2 40 X X X 3 To: 12:40
39 3 1 39 X X X X 4 *
38 1 4 38 X X X X X 5 * Existing
37 3 5 37 X X X X X X X X 8 * Speed Limit: 25 MPH
36 7 6 36 X X X X X X X X X X X X X 13 P
35 3 4 35 X X X X X X X 7 A
34 4 3 34 X X X X X X X 7 C
33 4 2 33 X X X X X X 6 E
32 7 4 32 X X X X X X X X X X X 11 *
31 3 1 31 X X X X 4 * Eastbound Westbound Combined Statistics 30 4 7 30 X X X X X X X X X X X 11 * % Over Pace: 14% 14% 14% 29 0 1 29 X 1
28 3 1 28 X X X X 4 % In Pace: 78% 74% 76%
27 0 2 27 X X 2
26 0 1 26 X 1 % Under Pace: 8% 12% 10%
25 1 1 25 X X 2
24 0 0 24 0 Average Speed: 35 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 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: 30 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 39 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
6/14/23
20.B
City of Hemet
Johnston Avenue
B/ Palm Avenue - State Street
24 Hour Directional Volume Count
HEM051B
Site Code: 232-23157B
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 6/8/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 36 3 36
12:15 4 40 3 34
12:30 0 48 2 34
12:45 4 54 11 178 0 33 8 137 19 315
01:00 0 48 4 31
01:15 3 55 0 22
01:30 1 48 1 40
01:45 3 47 7 198 2 44 7 137 14 335
02:00 3 53 0 28
02:15 1 58 2 27
02:30 0 46 2 36
02:45 1 53 5 210 0 41 4 132 9 342
03:00 2 46 4 40
03:15 0 61 3 36
03:30 0 57 3 41
03:45 0 48 2 212 1 40 11 157 13 369
04:00 1 57 2 41
04:15 3 44 4 31
04:30 3 67 5 22
04:45 5 45 12 213 5 30 16 124 28 337
05:00 1 64 8 42
05:15 4 41 9 29
05:30 2 45 12 27
05:45 7 43 14 193 15 33 44 131 58 324
06:00 5 39 6 31
06:15 10 44 16 21
06:30 21 34 8 19
06:45 20 34 56 151 18 36 48 107 104 258
07:00 18 42 10 24
07:15 21 31 22 25
07:30 22 33 29 19
07:45 40 36 101 142 17 29 78 97 179 239
08:00 24 44 21 16
08:15 28 32 31 22
08:30 46 26 30 20
08:45 34 27 132 129 20 10 102 68 234 197
09:00 29 11 15 16
09:15 19 17 20 14
09:30 30 16 19 12
09:45 29 16 107 60 23 19 77 61 184 121
10:00 35 13 22 10
10:15 41 10 26 9
10:30 41 13 22 2
10:45 36 4 153 40 28 8 98 29 251 69
11:00 46 6 35 9
11:15 28 5 22 4
11:30 33 4 27 5
11:45 45 6 152 21 33 5 117 23 269 44
Total 752 1747 752 1747 610 1203 610 1203 1362 2950
Combined
Total 2499 2499 1813 1813 4312
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 164 - - - 117 - - - - -
P.H.F. 0.891 0.836
PM Peak - - 03:15 - - - 02:45 - - - -
Vol. - - 223 - - - 158 - - - -
P.H.F. 0.914 0.963
Percentag
e
30.1% 69.9% 33.6% 66.4%
ADT/AADT ADT 4,312 AADT 4,312
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A59
Kirby Street between Esplanade and Commonwealth
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
59 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Esplanade Ave To: Commonwealth Ave
Date of Speed Survey: 6/13/2023
Critical Speed (85th) 42 MPH
50 Percentile 38 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 75%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 8,055
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.45
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)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - no sidewalk westside).
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 and conditions not readily apparent, 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: Kirby Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Esplanade Avenue - Commonwealth 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: 2:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 1 50 X 1 To: 2:25
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 2 1 46 X X X 3
45 0 1 45 X 1
44 2 2 44 X X X X 4
43 1 2 43 X X X 3
42 1 6 42 X X X X X X X 7 *
41 2 9 41 X X X X X X X X X X X 11 * Northbound Southbound Combined Statistics 40 6 8 40 X X X X X X X X X X X X X X 14 * % Over Pace: 14% 10% 15% 39 2 1 39 X X X 3 P
38 4 2 38 X X X X X X 6 A % In Pace: 78% 78% 75%
37 5 3 37 X X X X X X X X 8 C
36 7 1 36 X X X X X X X X 8 E % Under Pace: 8% 12% 10%
35 3 5 35 X X X X X X X X 8 *
34 4 2 34 X X X X X X 6 * Average Speed: 37 MPH 40 MPH 38 MPH 33 3 1 33 X X X X 4 *
32 3 1 32 X X X X 4 Pace Speed: 32 - 41 MPH 35 - 44 MPH 33 - 42 MPH 31 0 0 31 0
30 2 2 30 X X X X 4
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 35 MPH 34 MPH 28 2 0 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 37 MPH 40 MPH 38 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 41 MPH 43 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
6/13/23
20.B
City of Hemet
Kirby Street
B/ Esplanade Avenue - Commonwealth Avenue
24 Hour Directional Volume Count
HEM052B
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 6 59 16 51
12:15 10 63 13 65
12:30 7 67 11 73
12:45 7 61 30 250 4 59 44 248 74 498
01:00 2 82 13 64
01:15 4 89 15 66
01:30 2 67 5 57
01:45 3 77 11 315 8 64 41 251 52 566
02:00 3 75 8 78
02:15 2 116 7 56
02:30 2 95 10 84
02:45 6 71 13 357 4 88 29 306 42 663
03:00 4 81 4 78
03:15 2 95 12 74
03:30 2 61 14 116
03:45 9 97 17 334 12 93 42 361 59 695
04:00 10 88 6 98
04:15 11 66 8 79
04:30 15 81 5 81
04:45 9 73 45 308 9 83 28 341 73 649
05:00 19 100 10 75
05:15 15 94 8 79
05:30 28 75 18 95
05:45 20 73 82 342 18 75 54 324 136 666
06:00 23 75 15 57
06:15 28 46 18 70
06:30 31 69 14 59
06:45 32 52 114 242 32 73 79 259 193 501
07:00 32 72 28 62
07:15 45 62 26 57
07:30 45 54 32 66
07:45 47 57 169 245 42 77 128 262 297 507
08:00 46 71 57 61
08:15 43 60 39 52
08:30 47 47 37 48
08:45 45 27 181 205 51 37 184 198 365 403
09:00 59 41 34 37
09:15 40 36 40 35
09:30 33 35 53 32
09:45 48 26 180 138 41 28 168 132 348 270
10:00 40 27 43 36
10:15 51 12 50 10
10:30 51 13 50 16
10:45 54 15 196 67 45 17 188 79 384 146
11:00 47 17 52 15
11:15 50 10 48 15
11:30 41 9 61 13
11:45 54 7 192 43 47 8 208 51 400 94
Total 1230 2846 1230 2846 1193 2812 1193 2812 2423 5658 Combined
Total 4076 4076 4005 4005 8081
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 203 - - - 208 - - - - -
P.H.F. 0.940 0.852
PM Peak - - 01:45 - - - 03:30 - - - -
Vol. - - 363 - - - 386 - - - -
P.H.F. 0.782 0.832
Percentag
e
30.2% 69.8% 29.8% 70.2%
ADT/AADT ADT 8,081 AADT 8,081
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A60
Kirby Street between Commonwealth and Fruitvale
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
60 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Commonwealth Ave To: Fruitvale Ave
Date of Speed Survey: 7/6/2023
Critical Speed (85th) 40 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 86%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,921
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.20
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 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - no sidewalk westside).
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 and conditions not readily apparent, 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: Kirby Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Fruitvale Avenue - Commonwealth 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: 12:05
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 12:25
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: 35 MPH
46 0 0 46 0
45 0 1 45 X 1
44 0 0 44 0
43 0 2 43 X X 2
42 2 1 42 X X X 3
41 2 2 41 X X X X 4 * Northbound Southbound Combined Statistics 40 4 8 40 X X X X X X X X X X X X 12 * % Over Pace: 8% 6% 6% 39 4 3 39 X X X X X X X 7 *
38 3 5 38 X X X X X X X X 8 P % In Pace: 86% 88% 86%
37 4 7 37 X X X X X X X X X X X 11 A
36 5 5 36 X X X X X X X X X X 10 C % Under Pace: 6% 6% 8% 35 8 7 35 X X X X X X X X X X X X X X X 15 E
34 5 0 34 X X X X X 5 * Average Speed: 36 MPH 37 MPH 36 MPH 33 4 6 33 X X X X X X X X X X 10 *
32 3 1 32 X X X X 4 * Pace Speed: 31 - 40 MPH 33 - 42 MPH 32 - 41 MPH 31 3 0 31 X X X 3
30 2 2 30 X X X X 4
29 1 0 29 X 1 15th Percentile / Critical Speed: 32 MPH 33 MPH 33 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 35 MPH 37 MPH 36 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 40 MPH 40 MPH 40 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
7/6/23
20.B
City of Hemet
Kirby Street
B/ Fruitvale Avenue - Commonwealth Avenue
24 Hour Directional Volume Count
HEM053C
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 6 93 2 83
12:15 4 94 1 77
12:30 5 63 4 57
12:45 3 70 18 320 2 64 9 281 27 601
01:00 1 82 2 65
01:15 0 77 1 68
01:30 2 80 1 57
01:45 2 77 5 316 1 63 5 253 10 569
02:00 0 74 4 75
02:15 2 90 1 71
02:30 5 100 3 70
02:45 3 86 10 350 3 82 11 298 21 648
03:00 2 86 1 76
03:15 4 98 2 69
03:30 6 117 1 85
03:45 4 78 16 379 9 105 13 335 29 714
04:00 2 103 9 84
04:15 9 89 5 87
04:30 7 95 11 81
04:45 14 93 32 380 15 84 40 336 72 716
05:00 9 85 12 87
05:15 7 75 17 86
05:30 15 88 16 87
05:45 28 74 59 322 30 78 75 338 134 660
06:00 20 85 16 75
06:15 25 68 17 79
06:30 28 91 26 95
06:45 34 65 107 309 60 69 119 318 226 627
07:00 70 63 106 49
07:15 72 64 89 59
07:30 61 77 67 51
07:45 68 46 271 250 69 44 331 203 602 453
08:00 60 49 53 52
08:15 60 59 46 37
08:30 43 46 65 38
08:45 62 39 225 193 76 39 240 166 465 359
09:00 56 31 56 22
09:15 51 35 71 26
09:30 83 28 65 21
09:45 73 29 263 123 76 15 268 84 531 207
10:00 66 25 69 14
10:15 73 23 54 9
10:30 57 8 63 9
10:45 71 13 267 69 76 12 262 44 529 113
11:00 73 12 63 7
11:15 57 10 68 4
11:30 65 7 72 11
11:45 69 4 264 33 79 7 282 29 546 62
Total 1537 3044 1537 3044 1655 2685 1655 2685 3192 5729 Combined
Total 4581 4581 4340 4340 8921
AM Peak - 09:30 - - - 07:00 - - - - -
Vol. - 295 - - - 331 - - - - -
P.H.F. 0.889 0.781
PM Peak - - 03:15 - - - 03:30 - - - -
Vol. - - 396 - - - 361 - - - -
P.H.F. 0.846 0.860
Percentag
e
33.6% 66.4% 38.1% 61.9%
ADT/AADT ADT 8,921 AADT 8,921
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A61
Kirby Street between Fruitvale and Menlo
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
61 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Fruitvale Ave To: Menlo Ave
Date of Speed Survey: 6/13/2023
Critical Speed (85th) 44 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 79%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 9,108
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.60
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: Kirby 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: 1:45
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 2:05
49 1 0 49 X 1
48 1 2 48 X X X 3 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 4 2 46 X X X X X X 6
45 1 1 45 X X 2
44 3 2 44 X X X X X 5 *
43 2 4 43 X X X X X X 6 *
42 1 6 42 X X X X X X X 7 *
41 9 2 41 X X X X X X X X X X X 11 P Northbound Southbound Combined Statistics 40 6 8 40 X X X X X X X X X X X X X X 14 A % Over Pace: 14% 10% 13% 39 3 0 39 X X X 3 C
38 6 6 38 X X X X X X X X X X X X 12 E % In Pace: 82% 78% 79% 37 3 6 37 X X X X X X X X X 9 *
36 4 4 36 X X X X X X X X 8 * % Under Pace: 4% 12% 8%
35 4 0 35 X X X X 4 *
34 0 0 34 0 Average Speed: 40 MPH 40 MPH 40 MPH
33 0 3 33 X X X 3
32 0 2 32 X X 2 Pace Speed: 35 - 44 MPH 36 - 45 MPH 35 - 44 MPH 31 0 0 31 0
30 1 1 30 X X 2
29 1 0 29 X 1 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: 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
Northbound Southbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
6/13/23
20.B
City of Hemet
Kirby Street
B/ Fruitvale Avenue - Menlo Avenue
24 Hour Directional Volume Count
HEM053B
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 9 73 14 62
12:15 12 76 8 76
12:30 8 102 8 66
12:45 2 89 31 340 7 76 37 280 68 620
01:00 1 105 9 66
01:15 2 77 4 73
01:30 6 90 8 80
01:45 2 58 11 330 5 71 26 290 37 620
02:00 4 97 6 58
02:15 2 78 8 77
02:30 3 88 6 52
02:45 3 80 12 343 4 84 24 271 36 614
03:00 2 109 7 83
03:15 2 104 6 119
03:30 4 110 9 88
03:45 4 108 12 431 9 98 31 388 43 819
04:00 6 91 9 102
04:15 9 99 10 93
04:30 8 98 10 79
04:45 7 85 30 373 17 73 46 347 76 720
05:00 10 116 13 67
05:15 17 84 15 97
05:30 24 93 24 77
05:45 29 83 80 376 25 100 77 341 157 717
06:00 23 82 20 88
06:15 28 88 28 72
06:30 29 76 23 66
06:45 30 67 110 313 46 70 117 296 227 609
07:00 33 89 35 66
07:15 41 72 38 66
07:30 47 76 42 55
07:45 54 75 175 312 65 46 180 233 355 545
08:00 48 72 55 38
08:15 48 70 54 56
08:30 58 43 52 47
08:45 48 41 202 226 68 35 229 176 431 402
09:00 41 46 53 43
09:15 54 33 64 29
09:30 45 50 59 26
09:45 51 28 191 157 54 35 230 133 421 290
10:00 50 25 58 34
10:15 65 16 58 15
10:30 69 17 67 21
10:45 60 19 244 77 61 16 244 86 488 163
11:00 54 13 77 9
11:15 76 14 61 15
11:30 51 14 76 10
11:45 82 12 263 53 69 17 283 51 546 104
Total 1361 3331 1361 3331 1524 2892 1524 2892 2885 6223 Combined
Total 4692 4692 4416 4416 9108
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 263 - - - 283 - - - - -
P.H.F. 0.802 0.919
PM Peak - - 03:00 - - - 03:15 - - - -
Vol. - - 431 - - - 407 - - - -
P.H.F. 0.980 0.855
Percentag
e
29.0% 71.0% 34.5% 65.5%
ADT/AADT ADT 9,108 AADT 9,108
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A62
Kirby Street between Menlo and Devonshire
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
62 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Menlo Ave To: Devonshire Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 49 MPH
50 Percentile 43 MPH
Existing Posted Speed Limit 45 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 59%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 12,771
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.72
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); CAMUTCD Section 2B.13, Standard 12a, Option 2).
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: Kirby Street
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 0 0 56 0
55 1 0 55 X 1
54 2 1 54 X X X 3 Time
53 1 1 53 X X 2 From: 9:20
52 2 1 52 X X X 3
51 2 0 51 X X 2 Time
50 3 1 50 X X X X 4 To: 9:40
49 2 2 49 X X X X 4
48 2 4 48 X X X X X X 6 Existing
47 2 2 47 X X X X 4 Speed Limit: 45 MPH
46 3 3 46 X X X X X X 6 *
45 3 2 45 X X X X X 5 *
44 6 2 44 X X X X X X X X 8 *
43 5 2 43 X X X X X X X 7 P
42 1 7 42 X X X X X X X X 8 A
41 2 4 41 X X X X X X 6 C Northbound Southbound Combined Statistics 40 1 1 40 X X 2 E % Over Pace: 8% 12% 29%
39 2 3 39 X X X X X 5 *
38 3 4 38 X X X X X X X 7 * % In Pace: 60% 60% 59%
37 3 2 37 X X X X X 5 *
36 0 1 36 X 1 % Under Pace: 32% 28% 12%
35 1 2 35 X X X 3
34 2 4 34 X X X X X X 6 Average Speed: 44 MPH 42 MPH 43 MPH 33 1 0 33 X 1
32 0 1 32 X 1 Pace Speed: 43 - 52 MPH 39 - 48 MPH 37 - 46 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 38 MPH 36 MPH 37 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 44 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
3/16/23
20.B
City of Hemet
Kirby Street
B/ Menlo Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM054
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 7 134 7 139
12:15 9 111 1 136
12:30 8 102 9 88
12:45 7 124 31 471 5 107 22 470 53 941
01:00 3 110 2 93
01:15 2 113 2 101
01:30 3 125 3 107
01:45 2 111 10 459 2 94 9 395 19 854
02:00 2 113 5 117
02:15 7 125 3 98
02:30 8 128 5 115
02:45 5 112 22 478 4 135 17 465 39 943
03:00 3 129 7 114
03:15 7 139 5 120
03:30 7 135 2 130
03:45 3 126 20 529 12 144 26 508 46 1037
04:00 10 108 13 122
04:15 14 126 14 135
04:30 8 133 16 124
04:45 12 129 44 496 22 126 65 507 109 1003
05:00 12 115 16 141
05:15 14 124 27 118
05:30 16 105 31 108
05:45 33 105 75 449 43 115 117 482 192 931
06:00 27 109 25 119
06:15 24 94 34 110
06:30 32 113 35 129
06:45 45 89 128 405 67 100 161 458 289 863
07:00 104 88 81 72
07:15 112 101 92 81
07:30 68 103 104 80
07:45 80 70 364 362 96 66 373 299 737 661
08:00 76 82 78 64
08:15 72 76 78 50
08:30 55 67 100 53
08:45 69 53 272 278 105 51 361 218 633 496
09:00 74 50 97 37
09:15 80 42 98 33
09:30 93 39 109 35
09:45 88 43 335 174 111 32 415 137 750 311
10:00 83 41 112 24
10:15 90 39 88 22
10:30 96 19 94 18
10:45 91 25 360 124 102 15 396 79 756 203
11:00 106 19 93 11
11:15 91 17 111 6
11:30 91 16 102 15
11:45 113 8 401 60 98 8 404 40 805 100
Total 2062 4285 2062 4285 2366 4058 2366 4058 4428 8343 Combined
Total 6347 6347 6424 6424 12771
AM Peak - 11:00 - - - 09:15 - - - - -
Vol. - 401 - - - 430 - - - - -
P.H.F. 0.887 0.960
PM Peak - - 03:00 - - - 03:30 - - - -
Vol. - - 529 - - - 531 - - - -
P.H.F. 0.951 0.922
Percentag
e
32.5% 67.5% 36.8% 63.2%
ADT/AADT ADT 12,771 AADT 12,771
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A63
Kirby Street between Devonshire and Florida
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
63 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Devonshire Ave To: Florida Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 37 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 93%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 14,029
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.52
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: Kirby 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: 9:40
42 0 0 42 0
41 0 0 41 0 Time
40 1 0 40 X 1 To: 10:00
39 1 0 39 X 1
38 2 4 38 X X X X X X 6 * Existing
37 9 2 37 X X X X X X X X X X X 11 * Speed Limit: 35 MPH 36 4 9 36 X X X X X X X X X X X X X 13 *
35 7 8 35 X X X X X X X X X X X X X X X 15 P
34 7 6 34 X X X X X X X X X X X X X 13 A
33 4 3 33 X X X X X X X 7 C
32 4 6 32 X X X X X X X X X X 10 E
31 2 5 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 3 5 30 X X X X X X X X 8 * % Over Pace: 8% 0% 2%
29 3 0 29 X X X 3 *
28 3 2 28 X X X X X 5 % In Pace: 92% 96% 93%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 0% 4% 5%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 34 MPH 34 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 28 - 37 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: 30 MPH 31 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 34 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 37 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
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
Kirby Street
B/ Devonshire Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM055
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 12 129 7 156
12:15 11 115 3 140
12:30 8 117 10 100
12:45 6 138 37 499 8 126 28 522 65 1021
01:00 4 124 3 132
01:15 4 132 5 133
01:30 5 133 7 130
01:45 4 129 17 518 4 116 19 511 36 1029
02:00 3 140 6 114
02:15 4 126 2 98
02:30 1 138 4 135
02:45 3 117 11 521 2 155 14 502 25 1023
03:00 0 142 11 125
03:15 4 150 1 134
03:30 4 143 1 150
03:45 5 127 13 562 8 162 21 571 34 1133
04:00 6 132 11 147
04:15 6 135 17 150
04:30 8 149 10 145
04:45 10 141 30 557 19 150 57 592 87 1149
05:00 15 147 14 163
05:15 14 120 24 128
05:30 13 131 19 134
05:45 26 111 68 509 42 150 99 575 167 1084
06:00 30 127 31 129
06:15 32 92 36 139
06:30 38 136 38 132
06:45 39 100 139 455 74 133 179 533 318 988
07:00 85 107 67 94
07:15 73 112 78 98
07:30 67 99 73 95
07:45 71 85 296 403 93 72 311 359 607 762
08:00 75 91 91 81
08:15 70 85 99 62
08:30 72 78 93 59
08:45 62 57 279 311 107 49 390 251 669 562
09:00 92 61 102 44
09:15 73 43 101 55
09:30 85 48 112 42
09:45 82 51 332 203 132 43 447 184 779 387
10:00 88 51 120 35
10:15 95 39 114 22
10:30 108 23 111 23
10:45 104 19 395 132 114 17 459 97 854 229
11:00 124 22 103 18
11:15 96 22 113 8
11:30 103 14 130 15
11:45 102 8 425 66 131 12 477 53 902 119
Total 2042 4736 2042 4736 2501 4750 2501 4750 4543 9486 Combined
Total 6778 6778 7251 7251 14029
AM Peak - 10:30 - - - 09:30 - - - - -
Vol. - 432 - - - 478 - - - - -
P.H.F. 0.871 0.905
PM Peak - - 04:15 - - - 03:30 - - - -
Vol. - - 572 - - - 609 - - - -
P.H.F. 0.953 0.940
Percentag
e
30.1% 69.9% 34.5% 65.5%
ADT/AADT ADT 14,029 AADT 14,029
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A64
Kirby Street between Florida and Acacia
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
64 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 41 MPH
50 Percentile 36 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 81%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 13,514
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.81
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: Kirby Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Florida Avenue - Acacia 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: 10:00
52 0 0 52 0
51 0 0 51 0 Time
50 0 0 50 0 To: 10:20
49 0 0 49 0
48 0 0 48 0 Existing
47 0 0 47 0 Speed Limit: N/P MPH
46 1 0 46 X 1
45 0 0 45 0
44 2 3 44 X X X X X 5
43 1 0 43 X 1
42 2 1 42 X X X 3
41 2 5 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 3 4 40 X X X X X X X 7 * % Over Pace: 8% 8% 10%
39 3 2 39 X X X X X 5 *
38 6 7 38 X X X X X X X X X X X X X 13 P % In Pace: 86% 80% 81% 37 5 1 37 X X X X X X 6 A
36 5 4 36 X X X X X X X X X 9 C % Under Pace: 6% 12% 9% 35 7 7 35 X X X X X X X X X X X X X X 14 E
34 2 3 34 X X X X X 5 * Average Speed: 37 MPH 36 MPH 37 MPH 33 8 3 33 X X X X X X X X X X X 11 *
32 0 4 32 X X X X 4 * Pace Speed: 33 - 42 MPH 32 - 41 MPH 32 - 41 MPH 31 2 0 31 X X 2
30 0 3 30 X X X 3
29 1 1 29 X X 2 15th Percentile / Critical Speed: 33 MPH 32 MPH 33 MPH 28 0 2 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 36 MPH 36 MPH 36 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
Kirby Street
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM056
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 14 117 8 163
12:15 7 111 15 142
12:30 7 107 13 144
12:45 5 104 33 439 8 121 44 570 77 1009
01:00 2 110 8 139
01:15 7 118 4 139
01:30 4 140 5 136
01:45 2 122 15 490 4 142 21 556 36 1046
02:00 3 113 6 139
02:15 5 120 3 139
02:30 0 137 1 147
02:45 5 113 13 483 3 137 13 562 26 1045
03:00 1 104 4 153
03:15 8 133 4 143
03:30 4 106 1 143
03:45 4 138 17 481 6 147 15 586 32 1067
04:00 8 110 4 172
04:15 8 123 11 146
04:30 11 142 12 154
04:45 12 104 39 479 14 168 41 640 80 1119
05:00 15 120 11 162
05:15 11 102 20 151
05:30 18 97 20 138
05:45 31 108 75 427 39 143 90 594 165 1021
06:00 29 94 28 139
06:15 31 104 34 131
06:30 28 97 30 143
06:45 49 92 137 387 52 114 144 527 281 914
07:00 85 67 72 119
07:15 75 106 67 113
07:30 63 59 69 100
07:45 93 70 316 302 69 81 277 413 593 715
08:00 64 69 86 82
08:15 70 60 79 78
08:30 93 59 79 81
08:45 91 33 318 221 90 74 334 315 652 536
09:00 93 41 88 44
09:15 91 39 97 56
09:30 89 31 84 51
09:45 93 26 366 137 94 55 363 206 729 343
10:00 93 23 116 49
10:15 95 19 105 22
10:30 89 19 101 25
10:45 103 15 380 76 122 26 444 122 824 198
11:00 114 24 101 25
11:15 93 11 109 24
11:30 87 8 126 18
11:45 112 10 406 53 128 16 464 83 870 136
Total 2115 3975 2115 3975 2250 5174 2250 5174 4365 9149 Combined
Total 6090 6090 7424 7424 13514
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 406 - - - 464 - - - - -
P.H.F. 0.890 0.906
PM Peak - - 03:45 - - - 04:00 - - - -
Vol. - - 513 - - - 640 - - - -
P.H.F. 0.903 0.930
Percentag
e
34.7% 65.3% 30.3% 69.7%
ADT/AADT ADT 13,514 AADT 13,514
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A65
Kirby Street between Acacia and Johnston
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
65 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Acacia Ave To: Johnston Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 47 MPH
50 Percentile 42 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 68%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.71 Miles
Average Daily Traffic: 12,900
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.20
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 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) - CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - community park).
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 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 NB SB VEH. Location: Kirby Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Acacia Avenue - Johnston 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 1 55 X 1
54 0 2 54 X X 2 Time
53 0 1 53 X 1 From: 10:20
52 0 1 52 X 1
51 1 1 51 X X 2 Time
50 0 1 50 X 1 To: 10:40
49 0 1 49 X 1
48 2 2 48 X X X X 4 Existing
47 2 4 47 X X X X X X 6 * Speed Limit: 35 MPH
46 2 1 46 X X X 3 *
45 2 4 45 X X X X X X 6 *
44 4 7 44 X X X X X X X X X X X 11 P
43 4 5 43 X X X X X X X X X 9 A
42 7 1 42 X X X X X X X X 8 C
41 7 8 41 X X X X X X X X X X X X X X X 15 E Northbound Southbound Combined Statistics 40 1 0 40 X 1 * % Over Pace: 10% 12% 13%
39 2 1 39 X X X 3 *
38 4 2 38 X X X X X X 6 * % In Pace: 72% 68% 68%
37 3 2 37 X X X X X 5
36 2 0 36 X X 2 % Under Pace: 18% 20% 19%
35 1 1 35 X X 2
34 0 0 34 0 Average Speed: 41 MPH 44 MPH 42 MPH
33 3 3 33 X X X X X X 6
32 1 1 32 X X 2 Pace Speed: 37 - 46 MPH 41 - 50 MPH 38 - 47 MPH 31 2 0 31 X X 2
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 38 MPH 37 MPH 28 0 0 28 0
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: 45 MPH 49 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
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
Kirby Street
B/ Acacia Avenue - Johnston Avenue
24 Hour Directional Volume Count
HEM057
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 13 99 8 128
12:15 7 132 10 148
12:30 6 107 8 122
12:45 8 110 34 448 3 121 29 519 63 967
01:00 3 113 5 135
01:15 6 123 9 130
01:30 0 105 6 124
01:45 1 98 10 439 7 118 27 507 37 946
02:00 4 108 3 140
02:15 3 122 5 128
02:30 2 129 6 116
02:45 3 123 12 482 5 144 19 528 31 1010
03:00 2 114 8 133
03:15 10 106 2 149
03:30 9 124 7 151
03:45 18 128 39 472 7 129 24 562 63 1034
04:00 12 133 4 172
04:15 16 122 4 176
04:30 14 117 7 155
04:45 21 112 63 484 11 175 26 678 89 1162
05:00 18 122 19 138
05:15 24 111 28 144
05:30 29 105 15 151
05:45 35 101 106 439 33 142 95 575 201 1014
06:00 38 103 23 128
06:15 39 89 22 121
06:30 38 97 26 119
06:45 61 97 176 386 39 118 110 486 286 872
07:00 62 87 54 122
07:15 85 82 54 84
07:30 89 72 86 98
07:45 87 60 323 301 81 71 275 375 598 676
08:00 73 54 72 67
08:15 73 52 75 83
08:30 88 47 82 59
08:45 91 35 325 188 57 46 286 255 611 443
09:00 80 21 68 63
09:15 67 28 83 43
09:30 86 25 79 52
09:45 99 31 332 105 73 38 303 196 635 301
10:00 95 31 79 38
10:15 92 19 101 26
10:30 104 10 96 18
10:45 101 12 392 72 96 20 372 102 764 174
11:00 91 15 108 26
11:15 96 14 98 22
11:30 88 9 121 16
11:45 91 7 366 45 114 7 441 71 807 116
Total 2178 3861 2178 3861 2007 4854 2007 4854 4185 8715 Combined
Total 6039 6039 6861 6861 12900
AM Peak - 10:00 - - - 11:00 - - - - -
Vol. - 392 - - - 441 - - - - -
P.H.F. 0.942 0.911
PM Peak - - 03:30 - - - 04:00 - - - -
Vol. - - 507 - - - 678 - - - -
P.H.F. 0.953 0.963
Percentag
e
36.1% 63.9% 29.3% 70.7%
ADT/AADT ADT 12,900 AADT 12,900
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A66
Kirby Street between Johnston and Stetson
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
66 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Kirby St
From: Johnston Ave To: Stetson Ave
Date of Speed Survey: 3/16/2023
Critical Speed (85th) 42 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 81%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.29 Miles
Average Daily Traffic: 9,758
Total Accidents: 0
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0
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) - CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B (safety of bicyclists and pedestrians, vulnerable pedestrian groups - community park).
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 and conditions not readily apparent, 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: Kirby Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Johnston 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 0 56 0
55 0 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 10:40
52 0 0 52 0
51 0 0 51 0 Time
50 1 0 50 X 1 To: 11:00
49 1 1 49 X X 2
48 0 1 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH
46 0 1 46 X 1
45 1 0 45 X 1
44 0 0 44 0
43 2 3 43 X X X X X 5
42 3 4 42 X X X X X X X 7 *
41 5 2 41 X X X X X X X 7 * Northbound Southbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 * % Over Pace: 12% 6% 12% 39 4 3 39 X X X X X X X 7 P
38 2 3 38 X X X X X 5 A % In Pace: 84% 78% 81%
37 6 4 37 X X X X X X X X X X 10 C
36 4 6 36 X X X X X X X X X X 10 E % Under Pace: 4% 16% 7% 35 4 5 35 X X X X X X X X X 9 *
34 2 5 34 X X X X X X X 7 * Average Speed: 38 MPH 37 MPH 38 MPH 33 6 3 33 X X X X X X X X X 9 *
32 1 1 32 X X 2 Pace Speed: 33 - 42 MPH 34 - 43 MPH 33 - 42 MPH 31 1 1 31 X X 2
30 0 2 30 X X 2
29 0 0 29 0 15th Percentile / Critical Speed: 33 MPH 33 MPH 33 MPH 28 0 1 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 38 MPH 37 MPH 37 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 42 MPH 42 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
Kirby Street
B/ Johnston Avenue - Stetson Avenue
24 Hour Directional Volume Count
HEM058
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 11 73 5 100
12:15 4 80 3 115
12:30 7 72 3 108
12:45 4 83 26 308 3 104 14 427 40 735
01:00 2 87 3 100
01:15 3 76 5 92
01:30 1 68 3 85
01:45 1 81 7 312 2 90 13 367 20 679
02:00 1 77 3 113
02:15 1 94 4 107
02:30 0 108 3 92
02:45 1 99 3 378 5 91 15 403 18 781
03:00 3 107 4 100
03:15 3 86 5 116
03:30 6 106 5 124
03:45 6 111 18 410 6 99 20 439 38 849
04:00 3 99 10 131
04:15 7 86 12 122
04:30 7 100 16 105
04:45 6 84 23 369 10 126 48 484 71 853
05:00 10 78 20 94
05:15 10 86 30 94
05:30 14 84 18 94
05:45 12 75 46 323 33 107 101 389 147 712
06:00 19 82 29 91
06:15 24 69 22 72
06:30 20 60 30 92
06:45 32 59 95 270 36 82 117 337 212 607
07:00 39 66 57 82
07:15 60 47 73 49
07:30 66 49 77 53
07:45 72 39 237 201 66 55 273 239 510 440
08:00 45 33 70 53
08:15 50 46 63 48
08:30 67 33 82 37
08:45 63 28 225 140 62 40 277 178 502 318
09:00 59 26 51 41
09:15 53 25 78 31
09:30 64 25 81 32
09:45 87 20 263 96 66 31 276 135 539 231
10:00 69 24 62 24
10:15 77 14 85 16
10:30 73 8 84 18
10:45 73 8 292 54 79 9 310 67 602 121
11:00 70 14 85 13
11:15 69 9 101 16
11:30 71 8 97 9
11:45 69 7 279 38 88 7 371 45 650 83
Total 1514 2899 1514 2899 1835 3510 1835 3510 3349 6409 Combined
Total 4413 4413 5345 5345 9758
AM Peak - 09:45 - - - 11:00 - - - - -
Vol. - 306 - - - 371 - - - - -
P.H.F. 0.879 0.918
PM Peak - - 03:00 - - - 04:00 - - - -
Vol. - - 410 - - - 484 - - - -
P.H.F. 0.923 0.924
Percentag
e
34.3% 65.7% 34.3% 65.7%
ADT/AADT ADT 9,758 AADT 9,758
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A67
Lake Street between Ramona Expr and Charlton
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
67 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lake St
From: Ramona Expy To: Charlton Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 42 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 32-41 MPH
Percent in Pace 67%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,354
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.55
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: 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 and conditions not readily apparent, 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: Lake Street
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Ramona Expressway - 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 0 55 0
54 0 0 54 0 Time
53 0 0 53 0 From: 9:00
52 0 0 52 0
51 2 0 51 X X 2 Time
50 0 0 50 0 To: 9:35
49 0 1 49 X 1
48 1 0 48 X 1 Existing
47 1 0 47 X 1 Speed Limit: 35 MPH
46 0 0 46 0
45 1 0 45 X 1
44 2 2 44 X X X X 4
43 2 3 43 X X X X X 5
42 4 2 42 X X X X X X 6
41 2 4 41 X X X X X X 6 * Northbound Southbound Combined Statistics 40 2 1 40 X X X 3 * % Over Pace: 30% 16% 21%
39 4 4 39 X X X X X X X X 8 *
38 2 4 38 X X X X X X 6 P % In Pace: 66% 72% 67%
37 4 3 37 X X X X X X X 7 A
36 2 2 36 X X X X 4 C % Under Pace: 4% 12% 12%
35 4 4 35 X X X X X X X X 8 E
34 4 4 34 X X X X X X X X 8 * Average Speed: 38 MPH 36 MPH 37 MPH 33 4 5 33 X X X X X X X X X 9 *
32 3 5 32 X X X X X X X X 8 * Pace Speed: 31 - 40 MPH 32 - 41 MPH 32 - 41 MPH 31 4 1 31 X X X X X 5
30 0 2 30 X X 2
29 1 1 29 X X 2 15th Percentile / Critical Speed: 32 MPH 32 MPH 32 MPH 28 0 1 28 X 1
27 0 1 27 X 1 50th Percentile / Critical Speed: 37 MPH 36 MPH 37 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 43 MPH 42 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
3/8/23
20.B
City of Hemet
Lake Street
B/ Ramona Expressway - Charlton Avenue
24 Hour Directional Volume Count
HEM059
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 0 35 0 39
12:15 0 24 2 21
12:30 3 23 1 13
12:45 0 15 3 97 1 15 4 88 7 185
01:00 3 14 2 13
01:15 3 12 4 19
01:30 1 15 2 11
01:45 0 21 7 62 0 14 8 57 15 119
02:00 4 12 1 13
02:15 4 20 1 16
02:30 0 23 1 27
02:45 0 23 8 78 1 18 4 74 12 152
03:00 1 10 3 15
03:15 1 14 2 9
03:30 5 23 2 16
03:45 5 33 12 80 8 22 15 62 27 142
04:00 2 25 2 21
04:15 4 18 2 15
04:30 5 30 2 22
04:45 4 17 15 90 6 15 12 73 27 163
05:00 5 31 2 17
05:15 6 27 2 23
05:30 2 20 10 23
05:45 8 12 21 90 4 17 18 80 39 170
06:00 7 26 7 20
06:15 7 14 7 22
06:30 11 19 12 13
06:45 11 9 36 68 30 18 56 73 92 141
07:00 36 6 63 14
07:15 47 12 59 15
07:30 36 9 21 8
07:45 7 17 126 44 15 11 158 48 284 92
08:00 11 14 16 10
08:15 12 17 11 8
08:30 13 10 17 4
08:45 12 10 48 51 16 12 60 34 108 85
09:00 16 9 11 5
09:15 12 4 15 5
09:30 9 11 17 4
09:45 10 4 47 28 10 4 53 18 100 46
10:00 14 6 12 3
10:15 14 6 6 7
10:30 21 3 23 2
10:45 16 1 65 16 19 2 60 14 125 30
11:00 24 2 26 4
11:15 14 1 24 4
11:30 17 3 19 5
11:45 15 3 70 9 29 3 98 16 168 25
Total 458 713 458 713 546 637 546 637 1004 1350
Combined
Total 1171 1171 1183 1183 2354
AM Peak - 06:45 - - - 06:45 - - - - -
Vol. - 130 - - - 173 - - - - -
P.H.F. 0.691 0.687
PM Peak - - 03:45 - - - 12:00 - - - -
Vol. - - 106 - - - 88 - - - -
P.H.F. 0.803 0.564
Percentag
e
39.1% 60.9% 46.2% 53.8%
ADT/AADT ADT 2,354 AADT 2,354
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A68
Lake Street between Charlton and Florida
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
68 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lake St
From: Charlton Ave To: Florida Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 39 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 77%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 3,157
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.58
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: Lake Street
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Charlton 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 1 0 47 X 1 Date:
46 1 2 46 X X X 3
45 0 0 45 0
44 2 1 44 X X X 3 Time
43 0 0 43 0 From: 9:35
42 1 2 42 X X X 3
41 2 0 41 X X 2 Time
40 1 1 40 X X 2 To: 10:00
39 1 2 39 X X X 3
38 4 2 38 X X X X X X 6 * Existing
37 4 0 37 X X X X 4 * Speed Limit: 30 MPH
36 10 2 36 X X X X X X X X X X X X 12 *
35 4 5 35 X X X X X X X X X 9 P
34 3 7 34 X X X X X X X X X X 10 A
33 3 6 33 X X X X X X X X X 9 C
32 3 7 32 X X X X X X X X X X 10 E
31 3 4 31 X X X X X X X 7 * Northbound Southbound Combined Statistics 30 1 4 30 X X X X X 5 * % Over Pace: 18% 16% 17%
29 2 3 29 X X X X X 5 *
28 2 0 28 X X 2 % In Pace: 74% 80% 77%
27 2 1 27 X X X 3
26 0 0 26 0 % Under Pace: 8% 4% 6%
25 0 0 25 0
24 0 1 24 X 1 Average Speed: 35 MPH 34 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 29 - 38 MPH 29 - 38 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 31 MPH 30 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 36 MPH 33 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 40 MPH 39 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
3/8/23
20.B
City of Hemet
Lake Street
B/ Charlton Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM060
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 1 22 0 17
12:15 2 17 2 15
12:30 3 24 1 21
12:45 3 17 9 80 1 18 4 71 13 151
01:00 3 30 2 15
01:15 0 26 1 31
01:30 2 30 1 21
01:45 0 40 5 126 1 22 5 89 10 215
02:00 1 48 1 25
02:15 2 39 1 62
02:30 4 19 3 35
02:45 3 18 10 124 2 23 7 145 17 269
03:00 2 37 3 24
03:15 2 24 6 34
03:30 3 22 3 26
03:45 2 34 9 117 2 20 14 104 23 221
04:00 6 51 12 25
04:15 3 36 3 20
04:30 4 25 5 24
04:45 5 27 18 139 2 25 22 94 40 233
05:00 3 37 4 29
05:15 4 38 5 17
05:30 5 27 8 27
05:45 3 29 15 131 11 26 28 99 43 230
06:00 10 30 8 18
06:15 12 26 11 17
06:30 9 25 17 13
06:45 22 22 53 103 22 13 58 61 111 164
07:00 71 21 38 27
07:15 73 15 54 12
07:30 22 26 52 13
07:45 22 16 188 78 26 13 170 65 358 143
08:00 12 21 26 11
08:15 19 19 26 10
08:30 27 16 26 10
08:45 24 10 82 66 23 8 101 39 183 105
09:00 32 18 14 8
09:15 11 16 15 14
09:30 10 23 22 8
09:45 14 11 67 68 17 7 68 37 135 105
10:00 16 9 15 8
10:15 21 12 15 7
10:30 22 7 14 5
10:45 27 9 86 37 17 7 61 27 147 64
11:00 20 9 17 3
11:15 21 2 22 5
11:30 14 7 16 4
11:45 17 4 72 22 9 7 64 19 136 41
Total 614 1091 614 1091 602 850 602 850 1216 1941
Combined
Total 1705 1705 1452 1452 3157
AM Peak - 06:45 - - - 07:00 - - - - -
Vol. - 188 - - - 170 - - - - -
P.H.F. 0.644 0.787
PM Peak - - 01:30 - - - 02:00 - - - -
Vol. - - 157 - - - 145 - - - -
P.H.F. 0.818 0.585
Percentag
e
36.0% 64.0% 41.5% 58.5%
ADT/AADT ADT 3,157 AADT 3,157
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A69
Latham Avenue between Gilmore and Lyon
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
69 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Latham Ave
From: Gilmore St To: Lyon Ave
Date of Speed Survey: 3/29/2023
Critical Speed (85th) 40 MPH
50 Percentile 34 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 71%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 2,259
Total Accidents: 2
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 85th-percentile speed (CVC 22358.6(b); CA-MUTCD Section 2B.13, Standard 12a, Option 1) 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: 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 and conditions not readily apparent, 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: Latham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Gilmore Street - Lyon Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Sunny
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 2 46 X X 2
45 0 0 45 0
44 0 2 44 X X 2 Time
43 1 1 43 X X 2 From: 9:00
42 0 4 42 X X X X 4
41 2 1 41 X X X 3 Time
40 1 2 40 X X X 3 To: 9:45
39 4 5 39 X X X X X X X X X 9 *
38 2 3 38 X X X X X 5 * Existing
37 1 5 37 X X X X X X 6 * Speed Limit: 35 MPH
36 2 3 36 X X X X X 5 P
35 4 3 35 X X X X X X X 7 A
34 3 2 34 X X X X X 5 C
33 3 3 33 X X X X X X 6 E
32 5 7 32 X X X X X X X X X X X X 12 *
31 5 1 31 X X X X X X 6 * Eastbound Westbound Combined Statistics 30 6 3 30 X X X X X X X X X 9 * % Over Pace: 8% 24% 16% 29 3 1 29 X X X X 4
28 2 0 28 X X 2 % In Pace: 70% 71% 71%
27 0 1 27 X 1
26 2 0 26 X X 2 % Under Pace: 22% 4% 13%
25 2 0 25 X X 2
24 1 0 24 X 1 Average Speed: 33 MPH 36 MPH 35 MPH
23 1 0 23 X 1
22 0 0 22 0 Pace Speed: 30 - 39 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: 28 MPH 32 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 32 MPH 37 MPH 34 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 39 MPH 42 MPH 40 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 49 GRAND TOTALS 99
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
3/29/23
20.B
City of Hemet
Latham Avenue
B/ Gilmore Street - Lyon Avenue
24 Hour Directional Volume Count
HEM061
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 13 1 32
12:15 0 24 0 34
12:30 0 18 1 28
12:45 0 15 3 70 0 32 2 126 5 196
01:00 1 29 0 26
01:15 0 25 0 23
01:30 0 18 0 26
01:45 0 13 1 85 0 29 0 104 1 189
02:00 0 19 2 26
02:15 2 28 1 22
02:30 0 16 1 32
02:45 1 15 3 78 0 25 4 105 7 183
03:00 0 16 1 37
03:15 0 21 2 32
03:30 0 21 0 22
03:45 0 22 0 80 1 21 4 112 4 192
04:00 0 29 1 26
04:15 2 16 2 20
04:30 0 30 3 28
04:45 2 14 4 89 2 16 8 90 12 179
05:00 2 17 2 43
05:15 1 27 4 28
05:30 4 27 5 24
05:45 0 23 7 94 3 24 14 119 21 213
06:00 4 13 2 26
06:15 3 15 5 25
06:30 5 13 3 20
06:45 3 13 15 54 8 17 18 88 33 142
07:00 4 19 9 13
07:15 10 12 4 18
07:30 7 12 7 10
07:45 9 11 30 54 9 13 29 54 59 108
08:00 5 13 16 15
08:15 6 9 12 15
08:30 15 2 20 10
08:45 11 9 37 33 23 14 71 54 108 87
09:00 13 5 15 9
09:15 9 7 15 3
09:30 18 4 17 9
09:45 14 8 54 24 18 5 65 26 119 50
10:00 12 3 19 3
10:15 12 2 24 2
10:30 15 3 21 1
10:45 15 3 54 11 24 7 88 13 142 24
11:00 12 2 29 1
11:15 15 2 29 2
11:30 13 1 26 1
11:45 18 0 58 5 33 1 117 5 175 10
Total 266 677 266 677 420 896 420 896 686 1573
Combined
Total 943 943 1316 1316 2259
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 58 - - - 117 - - - - -
P.H.F. 0.806 0.886
PM Peak - - 03:45 - - - 12:00 - - - -
Vol. - - 97 - - - 126 - - - -
P.H.F. 0.808 0.926
Percentag
e
28.2% 71.8% 31.9% 68.1%
ADT/AADT ADT 2,259 AADT 2,259
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A70
Latham Avenue between Lyon and Elk
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
70 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Latham Ave
From: Lyon Ave To: Elk St
Date of Speed Survey: 3/29/2023
Critical Speed (85th) 43 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 69%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 3,947
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: 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: Latham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Lyon Avenue - Elk Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Sunny
49 0 1 49 X 1
48 0 0 48 0
47 0 0 47 0 Date:
46 1 1 46 X X 2
45 0 1 45 X 1
44 2 4 44 X X X X X X 6 Time
43 3 2 43 X X X X X 5 From: 9:45
42 3 2 42 X X X X X 5 *
41 3 2 41 X X X X X 5 * Time
40 2 2 40 X X X X 4 * To: 10:20
39 3 6 39 X X X X X X X X X 9 P
38 5 4 38 X X X X X X X X X 9 A Existing
37 4 5 37 X X X X X X X X X 9 C Speed Limit: 35 MPH
36 1 8 36 X X X X X X X X X 9 E
35 2 3 35 X X X X X 5 *
34 3 2 34 X X X X X 5 *
33 5 3 33 X X X X X X X X 8 *
32 0 1 32 X 1
31 3 1 31 X X X X 4 Eastbound Westbound Combined Statistics 30 3 0 30 X X X 3 % Over Pace: 12% 6% 15%
29 2 0 29 X X 2
28 2 1 28 X X X 3 % In Pace: 62% 78% 69%
27 0 0 27 0
26 1 0 26 X 1 % Under Pace: 26% 16% 16%
25 1 0 25 X 1
24 1 0 24 X 1 Average Speed: 36 MPH 38 MPH 37 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 35 - 44 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 30 MPH 34 MPH 31 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 37 MPH 38 MPH 37 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 42 MPH 43 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 49 GRAND TOTALS 99
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
3/29/23
20.B
City of Hemet
Latham Avenue
B/ Lyon Avenue - Elk Street
24 Hour Directional Volume Count
HEM062
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 21 0 45
12:15 2 39 2 48
12:30 2 45 2 33
12:45 6 35 16 140 4 38 8 164 24 304
01:00 3 50 0 41
01:15 1 36 0 27
01:30 2 32 1 41
01:45 1 41 7 159 1 50 2 159 9 318
02:00 3 46 1 38
02:15 2 34 1 39
02:30 2 38 3 43
02:45 1 46 8 164 0 40 5 160 13 324
03:00 1 32 1 52
03:15 0 52 5 39
03:30 1 44 1 43
03:45 0 53 2 181 1 42 8 176 10 357
04:00 1 44 1 53
04:15 2 45 4 32
04:30 1 41 3 38
04:45 0 32 4 162 2 34 10 157 14 319
05:00 5 40 2 49
05:15 2 43 10 33
05:30 5 34 7 44
05:45 3 33 15 150 8 37 27 163 42 313
06:00 7 26 5 30
06:15 6 26 8 37
06:30 7 24 9 28
06:45 8 26 28 102 8 23 30 118 58 220
07:00 12 38 14 24
07:15 14 18 14 21
07:30 25 28 12 19
07:45 17 21 68 105 20 29 60 93 128 198
08:00 20 26 27 19
08:15 24 16 30 24
08:30 33 13 25 18
08:45 27 18 104 73 31 18 113 79 217 152
09:00 25 13 18 13
09:15 15 15 24 7
09:30 29 12 26 13
09:45 26 14 95 54 23 14 91 47 186 101
10:00 34 12 39 4
10:15 26 7 38 7
10:30 35 6 37 3
10:45 41 10 136 35 54 8 168 22 304 57
11:00 29 3 39 8
11:15 23 2 34 2
11:30 17 4 36 2
11:45 30 5 99 14 40 5 149 17 248 31
Total 582 1339 582 1339 671 1355 671 1355 1253 2694
Combined
Total 1921 1921 2026 2026 3947
AM Peak - 10:00 - - - 10:00 - - - - -
Vol. - 136 - - - 168 - - - - -
P.H.F. 0.829 0.778
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 193 - - - 177 - - - -
P.H.F. 0.910 0.835
Percentag
e
30.3% 69.7% 33.1% 66.9%
ADT/AADT ADT 3,947 AADT 3,947
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A71
Latham Avenue between Elk and Palm
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
71 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Latham Ave
From: Elk St To: Palm Ave
Date of Speed Survey: 3/29/2023
Critical Speed (85th) 41 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 30-39 MPH
Percent in Pace 60%
Street Classification: Collector
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 4,226
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.59
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: Latham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Elk Street - Palm Avenue
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Sunny
49 0 0 49 0
48 0 0 48 0
47 1 0 47 X 1 Date:
46 1 0 46 X 1
45 0 3 45 X X X 3
44 3 0 44 X X X 3 Time
43 0 1 43 X 1 From: 10:20
42 2 2 42 X X X X 4
41 4 2 41 X X X X X X 6 Time
40 1 2 40 X X X 3 To: 11:00
39 2 3 39 X X X X X 5 *
38 3 6 38 X X X X X X X X X 9 * Existing
37 4 0 37 X X X X 4 * Speed Limit: 30 MPH
36 0 1 36 X 1 P
35 3 5 35 X X X X X X X X 8 A
34 5 6 34 X X X X X X X X X X X 11 C
33 3 1 33 X X X X 4 E
32 1 2 32 X X X 3 *
31 4 4 31 X X X X X X X X 8 * Eastbound Westbound Combined Statistics 30 5 1 30 X X X X X X 6 * % Over Pace: 24% 17% 22%
29 1 3 29 X X X X 4
28 3 1 28 X X X X 4 % In Pace: 60% 63% 60%
27 2 1 27 X X X 3
26 0 3 26 X X X 3 % Under Pace: 16% 21% 17%
25 1 1 25 X X 2
24 1 0 24 X 1 Average Speed: 35 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 30 - 39 MPH 31 - 40 MPH 30 - 39 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: 34 MPH 35 MPH 35 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 48 GRAND TOTALS 98
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
3/29/23
20.B
City of Hemet
Latham Avenue
B/ Elk Street - Palm Avenue
24 Hour Directional Volume Count
HEM063
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 35 2 51
12:15 7 43 5 48
12:30 1 53 2 38
12:45 3 35 15 166 1 42 10 179 25 345
01:00 1 49 3 37
01:15 2 47 1 26
01:30 3 37 2 34
01:45 1 48 7 181 0 44 6 141 13 322
02:00 1 54 1 41
02:15 4 43 1 44
02:30 2 37 2 49
02:45 3 54 10 188 0 49 4 183 14 371
03:00 2 45 2 49
03:15 0 57 3 38
03:30 1 61 2 49
03:45 0 52 3 215 1 43 8 179 11 394
04:00 0 49 2 46
04:15 2 41 2 32
04:30 2 51 2 47
04:45 1 36 5 177 1 41 7 166 12 343
05:00 6 45 3 51
05:15 5 47 9 33
05:30 3 39 7 51
05:45 3 34 17 165 6 35 25 170 42 335
06:00 6 29 7 31
06:15 7 28 6 40
06:30 8 25 9 20
06:45 12 25 33 107 8 24 30 115 63 222
07:00 16 38 15 26
07:15 22 17 16 22
07:30 32 26 17 20
07:45 23 27 93 108 30 29 78 97 171 205
08:00 21 22 24 27
08:15 27 16 27 15
08:30 28 13 24 14
08:45 27 15 103 66 28 19 103 75 206 141
09:00 26 10 20 16
09:15 22 19 21 12
09:30 29 16 26 17
09:45 26 9 103 54 25 11 92 56 195 110
10:00 35 13 39 6
10:15 30 9 40 8
10:30 40 6 32 5
10:45 39 7 144 35 52 10 163 29 307 64
11:00 33 6 38 6
11:15 30 3 34 7
11:30 28 8 35 6
11:45 34 3 125 20 40 4 147 23 272 43
Total 658 1482 658 1482 673 1413 673 1413 1331 2895
Combined
Total 2140 2140 2086 2086 4226
AM Peak - 10:00 - - - 10:00 - - - - -
Vol. - 144 - - - 163 - - - - -
P.H.F. 0.900 0.784
PM Peak - - 03:15 - - - 02:15 - - - -
Vol. - - 219 - - - 191 - - - -
P.H.F. 0.898 0.974
Percentag
e
30.7% 69.3% 32.3% 67.7%
ADT/AADT ADT 4,226 AADT 4,226
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A72
Latham Avenue between Palm and State
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
72 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Latham Ave
From: Palm Ave To: State St
Date of Speed Survey: 3/29/2023
Critical Speed (85th) 37 MPH
50 Percentile 33 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 71%
Street Classification: Collector
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 4,427
Total Accidents: 11
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 4.54
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: Latham Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Palm Avenue - State Street
52 0 0 52 0
51 0 0 51 0
50 0 0 50 0 Weather: Sunny
49 0 0 49 0
48 0 0 48 0
47 0 0 47 0 Date:
46 0 0 46 0
45 0 2 45 X X 2
44 0 1 44 X 1 Time
43 1 1 43 X X 2 From: 11:00
42 1 1 42 X X 2
41 1 0 41 X 1 Time
40 0 0 40 0 To: 11:50
39 2 1 39 X X X 3
38 0 4 38 X X X X 4 Existing
37 1 4 37 X X X X X 5 * Speed Limit: 30 MPH
36 3 3 36 X X X X X X 6 *
35 6 4 35 X X X X X X X X X X 10 *
34 2 2 34 X X X X 4 P
33 3 9 33 X X X X X X X X X X X X 12 A
32 5 3 32 X X X X X X X X 8 C
31 3 4 31 X X X X X X X 7 E Eastbound Westbound Combined Statistics 30 4 2 30 X X X X X X 6 * % Over Pace: 18% 12% 15%
29 2 3 29 X X X X X 5 *
28 6 2 28 X X X X X X X X 8 * % In Pace: 76% 76% 71%
27 3 2 27 X X X X X 5
26 4 1 26 X X X X X 5 % Under Pace: 6% 12% 14%
25 0 0 25 0
24 0 0 24 0 Average Speed: 32 MPH 34 MPH 33 MPH
23 3 1 23 X X X X 4
22 0 0 22 0 Pace Speed: 26 - 35 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: 27 MPH 29 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 31 MPH 33 MPH 33 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 36 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
Eastbound Westbound
City of Hemet
Radar Speed Survey
Radar Survey Conducted By:
Counts Unlimited, Inc.
PO Box 1178
3/29/23
20.B
City of Hemet
Latham Avenue
B/ Palm Avenue - State Street
24 Hour Directional Volume Count
HEM064
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/25/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 38 1 54
12:15 6 37 3 51
12:30 2 63 2 43
12:45 1 38 12 176 2 38 8 186 20 362
01:00 1 51 3 42
01:15 2 48 0 33
01:30 2 45 3 53
01:45 2 38 7 182 1 45 7 173 14 355
02:00 0 52 1 55
02:15 3 40 0 52
02:30 2 36 1 53
02:45 1 48 6 176 0 39 2 199 8 375
03:00 2 45 0 50
03:15 0 59 3 38
03:30 0 48 0 59
03:45 0 45 2 197 1 46 4 193 6 390
04:00 5 44 1 50
04:15 2 56 1 52
04:30 1 44 3 42
04:45 1 43 9 187 3 42 8 186 17 373
05:00 5 41 5 66
05:15 4 40 5 35
05:30 4 45 8 49
05:45 2 35 15 161 7 29 25 179 40 340
06:00 6 31 6 36
06:15 17 28 6 39
06:30 8 20 10 20
06:45 13 21 44 100 10 23 32 118 76 218
07:00 24 38 15 22
07:15 24 15 18 32
07:30 29 26 26 16
07:45 31 21 108 100 32 33 91 103 199 203
08:00 25 23 26 24
08:15 36 15 27 25
08:30 33 12 28 13
08:45 32 20 126 70 30 23 111 85 237 155
09:00 23 10 22 15
09:15 28 14 25 13
09:30 29 7 23 7
09:45 44 14 124 45 30 11 100 46 224 91
10:00 44 3 34 5
10:15 44 7 30 7
10:30 55 5 37 3
10:45 45 5 188 20 39 7 140 22 328 42
11:00 50 6 35 3
11:15 33 2 39 5
11:30 36 7 43 5
11:45 42 3 161 18 40 5 157 18 318 36
Total 802 1432 802 1432 685 1508 685 1508 1487 2940
Combined
Total 2234 2234 2193 2193 4427
AM Peak - 10:15 - - - 11:00 - - - - -
Vol. - 194 - - - 157 - - - - -
P.H.F. 0.882 0.913
PM Peak - - 00:30 - - - 03:30 - - - -
Vol. - - 200 - - - 207 - - - -
P.H.F. 0.794 0.877
Percentag
e
35.9% 64.1% 31.2% 68.8%
ADT/AADT ADT 4,427 AADT 4,427
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A73
Lyon Avenue between Esplanade and Menlo
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
73 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lyon Ave
From: Esplanade Ave To: Menlo Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 45 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 37-46 MPH
Percent in Pace 69%
Street Classification: Secondary (Undivided)
Length of Street Segment: 1.00 Miles
Average Daily Traffic: 8,050
Total Accidents: 7
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.79
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 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: Lyon 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 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: 1:15
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 1:35
49 2 0 49 X X 2
48 1 0 48 X 1 Existing
47 1 1 47 X X 2 Speed Limit: 40 MPH
46 1 3 46 X X X X 4 *
45 3 4 45 X X X X X X X 7 *
44 2 3 44 X X X X X 5 *
43 3 4 43 X X X X X X X 7 P
42 3 2 42 X X X X X 5 A
41 6 6 41 X X X X X X X X X X X X 12 C Northbound Southbound Combined Statistics 40 1 4 40 X X X X X 5 E % Over Pace: 8% 6% 7%
39 3 3 39 X X X X X X 6 *
38 7 6 38 X X X X X X X X X X X X X 13 * % In Pace: 62% 76% 69% 37 2 3 37 X X X X X 5 *
36 1 3 36 X X X X 4 % Under Pace: 30% 18% 24%
35 0 3 35 X X X 3
34 2 0 34 X X 2 Average Speed: 38 MPH 40 MPH 39 MPH
33 1 0 33 X 1
32 2 1 32 X X X 3 Pace Speed: 37 - 46 MPH 37 - 46 MPH 37 - 46 MPH 31 3 1 31 X X X X 4
30 0 0 30 0
29 3 1 29 X X X X 4 15th Percentile / Critical Speed: 31 MPH 36 MPH 33 MPH 28 2 0 28 X X 2
27 0 0 27 0 50th Percentile / Critical Speed: 39 MPH 40 MPH 40 MPH 26 1 0 26 X 1
25 0 0 25 0 85th Percentile / Critical Speed: 45 MPH 45 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
3/28/23
20.B
City of Hemet
Lyon Avenue
B/ Esplanade Avenue - Menlo Avenue
24 Hour Directional Volume Count
HEM065
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 79 13 78
12:15 2 77 6 61
12:30 4 46 4 53
12:45 5 77 15 279 2 54 25 246 40 525
01:00 1 78 2 64
01:15 2 90 3 67
01:30 2 69 4 55
01:45 3 101 8 338 2 69 11 255 19 593
02:00 1 74 6 58
02:15 1 96 0 55
02:30 3 70 5 72
02:45 1 87 6 327 3 62 14 247 20 574
03:00 5 84 5 87
03:15 4 87 5 82
03:30 6 92 2 67
03:45 4 86 19 349 6 82 18 318 37 667
04:00 14 86 6 80
04:15 14 100 7 92
04:30 7 101 4 77
04:45 13 87 48 374 9 79 26 328 74 702
05:00 17 93 4 68
05:15 15 107 15 70
05:30 23 87 9 65
05:45 17 86 72 373 21 61 49 264 121 637
06:00 34 81 23 56
06:15 38 90 15 50
06:30 50 58 23 69
06:45 57 50 179 279 33 51 94 226 273 505
07:00 50 49 50 39
07:15 73 52 60 43
07:30 70 46 60 32
07:45 72 39 265 186 51 51 221 165 486 351
08:00 63 44 60 31
08:15 58 31 51 33
08:30 66 41 50 36
08:45 66 30 253 146 48 27 209 127 462 273
09:00 47 30 50 34
09:15 50 24 44 18
09:30 76 26 42 15
09:45 72 26 245 106 64 18 200 85 445 191
10:00 58 19 44 11
10:15 51 10 41 14
10:30 76 6 51 18
10:45 47 10 232 45 48 7 184 50 416 95
11:00 71 21 51 9
11:15 63 5 61 14
11:30 60 7 37 7
11:45 75 5 269 38 55 3 204 33 473 71
Total 1611 2840 1611 2840 1255 2344 1255 2344 2866 5184 Combined
Total 4451 4451 3599 3599 8050
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 278 - - - 231 - - - - -
P.H.F. 0.952 0.963
PM Peak - - 04:30 - - - 03:45 - - - -
Vol. - - 388 - - - 331 - - - -
P.H.F. 0.907 0.899
Percentag
e
36.2% 63.8% 34.9% 65.1%
ADT/AADT ADT 8,050 AADT 8,050
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A74
Lyon Avenue between Menlo and Devonshire
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
74 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lyon Ave
From: Menlo Ave To: Devonshire Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 43 MPH
50 Percentile 39 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 33-42 MPH
Percent in Pace 82%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,762
Total Accidents: 10
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.08
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); 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: Lyon Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Menlo Avenue - Devonshire 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 1 47 X 1 Date:
46 0 2 46 X X 2
45 3 1 45 X X X X 4
44 1 4 44 X X X X X 5 Time
43 2 2 43 X X X X 4 From: 1:35
42 2 6 42 X X X X X X X X 8 *
41 3 2 41 X X X X X 5 * Time
40 7 6 40 X X X X X X X X X X X X X 13 * To: 1:55
39 5 5 39 X X X X X X X X X X 10 P
38 4 4 38 X X X X X X X X 8 A Existing
37 5 3 37 X X X X X X X X 8 C Speed Limit: 40 MPH
36 7 6 36 X X X X X X X X X X X X X 13 E
35 3 2 35 X X X X X 5 *
34 1 2 34 X X X 3 *
33 5 4 33 X X X X X X X X X 9 *
32 0 0 32 0
31 1 0 31 X 1 Northbound Southbound Combined Statistics 30 0 0 30 0 % Over Pace: 12% 8% 16%
29 1 0 29 X 1
28 0 0 28 0 % In Pace: 84% 80% 82%
27 0 0 27 0
26 0 0 26 0 % Under Pace: 4% 12% 2%
25 0 0 25 0
24 0 0 24 0 Average Speed: 38 MPH 39 MPH 39 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 33 - 42 MPH 35 - 44 MPH 33 - 42 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 38 MPH 39 MPH 39 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 42 MPH 44 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
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
Lyon Avenue
B/ Menlo Avenue - Devonshire Avenue
24 Hour Directional Volume Count
HEM066
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 8 91 7 80
12:15 5 91 11 95
12:30 9 87 4 85
12:45 4 85 26 354 5 87 27 347 53 701
01:00 9 77 2 84
01:15 5 71 4 79
01:30 3 80 4 75
01:45 2 73 19 301 4 82 14 320 33 621
02:00 5 81 3 74
02:15 4 98 2 87
02:30 2 88 5 97
02:45 1 91 12 358 1 94 11 352 23 710
03:00 7 99 3 90
03:15 7 86 2 96
03:30 7 100 3 95
03:45 3 87 24 372 3 92 11 373 35 745
04:00 10 99 3 95
04:15 6 67 2 95
04:30 10 97 8 87
04:45 9 88 35 351 7 84 20 361 55 712
05:00 18 102 10 91
05:15 18 91 6 78
05:30 19 77 15 75
05:45 17 66 72 336 26 67 57 311 129 647
06:00 24 62 14 76
06:15 19 64 29 59
06:30 29 69 26 68
06:45 42 60 114 255 38 62 107 265 221 520
07:00 62 52 52 54
07:15 44 61 54 38
07:30 51 47 75 63
07:45 57 33 214 193 81 47 262 202 476 395
08:00 45 41 52 42
08:15 55 44 60 35
08:30 44 41 55 26
08:45 40 27 184 153 66 30 233 133 417 286
09:00 57 36 59 30
09:15 52 30 62 28
09:30 78 31 75 16
09:45 71 24 258 121 86 17 282 91 540 212
10:00 56 16 66 12
10:15 54 14 64 19
10:30 72 5 53 7
10:45 68 13 250 48 65 10 248 48 498 96
11:00 80 12 69 14
11:15 58 7 77 7
11:30 76 7 55 6
11:45 84 7 298 33 73 5 274 32 572 65
Total 1506 2875 1506 2875 1546 2835 1546 2835 3052 5710 Combined
Total 4381 4381 4381 4381 8762
AM Peak - 11:00 - - - 09:30 - - - - -
Vol. - 298 - - - 291 - - - - -
P.H.F. 0.887 0.846
PM Peak - - 04:30 - - - 03:15 - - - -
Vol. - - 378 - - - 378 - - - -
P.H.F. 0.926 0.984
Percentag
e
34.4% 65.6% 35.3% 64.7%
ADT/AADT ADT 8,762 AADT 8,762
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A75
Lyon Avenue between Devonshire and Latham
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
75 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lyon Ave
From: Devonshire Ave To: Latham Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 34 MPH
50 Percentile 29 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 26-35 MPH
Percent in Pace 80%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.13 Miles
Average Daily Traffic: 8,938
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.57
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: 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: Lyon Avenue
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 0 43 0 From: 1:55
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:15
39 0 0 39 0
38 0 0 38 0 Existing
37 0 1 37 X 1 Speed Limit: 35 MPH
36 2 2 36 X X X X 4
35 1 4 35 X X X X X 5 *
34 5 1 34 X X X X X X 6 *
33 3 3 33 X X X X X X 6 *
32 2 3 32 X X X X X 5 P
31 2 6 31 X X X X X X X X 8 A Northbound Southbound Combined Statistics 30 5 6 30 X X X X X X X X X X X 11 C % Over Pace: 6% 2% 5% 29 5 4 29 X X X X X X X X X 9 E
28 6 7 28 X X X X X X X X X X X X X 13 * % In Pace: 86% 80% 80% 27 6 4 27 X X X X X X X X X X 10 *
26 5 2 26 X X X X X X X 7 * % Under Pace: 8% 18% 15%
25 4 1 25 X X X X X 5
24 0 3 24 X X X 3 Average Speed: 29 MPH 30 MPH 29 MPH
23 1 2 23 X X X 3
22 2 1 22 X X X 3 Pace Speed: 25 - 34 MPH 27 - 36 MPH 26 - 35 MPH 21 1 0 21 X 1
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 25 MPH 26 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: 34 MPH 34 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
3/28/23
20.B
City of Hemet
Lyon Avenue
B/ Devonshire Avenue - Latham Avenue
24 Hour Directional Volume Count
HEM067
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 6 82 5 87
12:15 9 99 9 91
12:30 3 92 4 91
12:45 9 93 27 366 4 98 22 367 49 733
01:00 6 77 5 96
01:15 6 79 5 69
01:30 3 68 9 81
01:45 2 77 17 301 4 84 23 330 40 631
02:00 3 77 6 93
02:15 3 81 2 88
02:30 1 85 7 85
02:45 0 90 7 333 2 95 17 361 24 694
03:00 4 91 3 110
03:15 5 74 2 98
03:30 5 101 4 92
03:45 4 80 18 346 1 88 10 388 28 734
04:00 6 101 6 101
04:15 3 66 4 114
04:30 6 107 7 82
04:45 6 90 21 364 6 92 23 389 44 753
05:00 14 94 15 86
05:15 11 74 10 79
05:30 14 82 9 70
05:45 14 67 53 317 22 81 56 316 109 633
06:00 25 61 15 74
06:15 16 62 32 71
06:30 27 60 27 55
06:45 24 65 92 248 35 77 109 277 201 525
07:00 34 68 52 63
07:15 31 72 59 46
07:30 55 49 47 58
07:45 47 40 167 229 72 59 230 226 397 455
08:00 45 44 64 41
08:15 54 44 52 43
08:30 57 41 62 33
08:45 38 29 194 158 63 31 241 148 435 306
09:00 50 30 61 29
09:15 49 20 78 26
09:30 66 34 70 25
09:45 66 27 231 111 89 16 298 96 529 207
10:00 74 21 84 15
10:15 53 22 76 18
10:30 68 8 74 12
10:45 68 12 263 63 75 12 309 57 572 120
11:00 79 12 78 14
11:15 67 9 92 9
11:30 86 11 64 8
11:45 76 9 308 41 96 9 330 40 638 81
Total 1398 2877 1398 2877 1668 2995 1668 2995 3066 5872 Combined
Total 4275 4275 4663 4663 8938
AM Peak - 11:00 - - - 11:00 - - - - -
Vol. - 308 - - - 330 - - - - -
P.H.F. 0.895 0.859
PM Peak - - 12:00 - - - 02:45 - - - -
Vol. - - 366 - - - 395 - - - -
P.H.F. 0.924 0.898
Percentag
e
32.7% 67.3% 35.8% 64.2%
ADT/AADT ADT 8,938 AADT 8,938
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A76
Lyon Avenue between Latham and Florida
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
76 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lyon Ave
From: Latham Ave To: Florida Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 29 MPH
50 Percentile 26 MPH
Existing Posted Speed Limit 25 MPH
10 MPH Pace 21-30 MPH
Percent in Pace 88%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.12 Miles
Average Daily Traffic: 9,829
Total Accidents: 4
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 3.10
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: Lyon Avenue
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: 2:15
42 0 0 42 0
41 0 0 41 0 Time
40 0 0 40 0 To: 2:35
39 0 0 39 0
38 0 0 38 0 Existing
37 0 0 37 0 Speed Limit: 25 MPH
36 0 0 36 0
35 0 1 35 X 1
34 0 1 34 X 1
33 2 0 33 X X 2
32 3 1 32 X X X X 4
31 1 0 31 X 1 Northbound Southbound Combined Statistics 30 2 2 30 X X X X 4 * % Over Pace: 4% 6% 9%
29 3 3 29 X X X X X X 6 *
28 8 5 28 X X X X X X X X X X X X X 13 * % In Pace: 86% 90% 88% 27 5 8 27 X X X X X X X X X X X X X 13 P
26 5 7 26 X X X X X X X X X X X X 12 A % Under Pace: 10% 4% 3% 25 6 5 25 X X X X X X X X X X X 11 C
24 2 6 24 X X X X X X X X 8 E Average Speed: 26 MPH 26 MPH 26 MPH 23 8 4 23 X X X X X X X X X X X X 12 *
22 2 3 22 X X X X X 5 * Pace Speed: 23 - 32 MPH 21 - 30 MPH 21 - 30 MPH 21 2 2 21 X X X X 4 *
20 0 0 20 0
19 1 0 19 X 1 15th Percentile / Critical Speed: 23 MPH 23 MPH 23 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 26 MPH 26 MPH 26 MPH 16 0 2 16 X X 2
15 0 0 15 0 85th Percentile / Critical Speed: 30 MPH 29 MPH 29 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
3/28/23
20.B
City of Hemet
Lyon Avenue
B/ Latham Avenue - Florida Avenue
24 Hour Directional Volume Count
HEM068
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 14 85 9 101
12:15 9 84 4 107
12:30 5 86 7 103
12:45 4 83 32 338 5 100 25 411 57 749
01:00 11 100 8 77
01:15 4 100 4 87
01:30 5 94 7 90
01:45 4 78 24 372 4 100 23 354 47 726
02:00 4 92 4 96
02:15 4 67 4 90
02:30 3 92 8 84
02:45 6 76 17 327 3 103 19 373 36 700
03:00 7 106 5 94
03:15 2 99 4 104
03:30 4 81 2 92
03:45 8 86 21 372 9 102 20 392 41 764
04:00 10 95 8 104
04:15 6 92 8 102
04:30 6 94 6 112
04:45 8 79 30 360 7 110 29 428 59 788
05:00 11 96 12 98
05:15 7 103 21 89
05:30 14 72 12 82
05:45 21 76 53 347 22 90 67 359 120 706
06:00 23 79 25 80
06:15 32 71 26 59
06:30 36 62 27 65
06:45 51 53 142 265 40 63 118 267 260 532
07:00 43 52 45 64
07:15 52 52 54 69
07:30 64 57 74 45
07:45 58 59 217 220 69 51 242 229 459 449
08:00 55 42 75 50
08:15 50 45 77 46
08:30 73 39 79 50
08:45 56 28 234 154 69 36 300 182 534 336
09:00 64 40 85 45
09:15 58 33 77 27
09:30 66 37 77 23
09:45 59 34 247 144 87 27 326 122 573 266
10:00 69 22 83 21
10:15 55 24 74 22
10:30 106 10 93 18
10:45 65 19 295 75 113 10 363 71 658 146
11:00 93 20 99 12
11:15 90 7 110 9
11:30 84 14 77 9
11:45 84 8 351 49 102 5 388 35 739 84
Total 1663 3023 1663 3023 1920 3223 1920 3223 3583 6246 Combined
Total 4686 4686 5143 5143 9829
AM Peak - 10:30 - - - 10:30 - - - - -
Vol. - 354 - - - 415 - - - - -
P.H.F. 0.835 0.918
PM Peak - - 00:45 - - - 04:00 - - - -
Vol. - - 377 - - - 428 - - - -
P.H.F. 0.943 0.955
Percentag
e
35.5% 64.5% 37.3% 62.7%
ADT/AADT ADT 9,829 AADT 9,829
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A77
Lyon Avenue between Florida and Acacia
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
77 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lyon Ave
From: Florida Ave To: Acacia Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 40 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 30 MPH
10 MPH Pace 28-37 MPH
Percent in Pace 70%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 8,124
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.25
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: 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 and conditions not readily apparent, 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: Lyon 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 1 0 46 X 1
45 0 0 45 0
44 0 1 44 X 1 Time
43 4 2 43 X X X X X X 6 From: 2:35
42 1 0 42 X 1
41 3 2 41 X X X X X 5 Time
40 2 1 40 X X X 3 To: 3:00
39 1 0 39 X 1
38 0 1 38 X 1 Existing
37 3 0 37 X X X 3 * Speed Limit: 30 MPH
36 4 4 36 X X X X X X X X 8 *
35 4 3 35 X X X X X X X 7 *
34 2 2 34 X X X X 4 P
33 5 4 33 X X X X X X X X X 9 A
32 3 4 32 X X X X X X X 7 C
31 8 4 31 X X X X X X X X X X X X 12 E Northbound Southbound Combined Statistics 30 1 6 30 X X X X X X X 7 * % Over Pace: 24% 14% 19%
29 1 5 29 X X X X X X 6 *
28 5 2 28 X X X X X X X 7 * % In Pace: 72% 72% 70%
27 0 2 27 X X 2
26 1 4 26 X X X X X 5 % Under Pace: 4% 14% 11%
25 1 0 25 X 1
24 0 0 24 0 Average Speed: 34 MPH 32 MPH 33 MPH
23 0 1 23 X 1
22 0 2 22 X X 2 Pace Speed: 28 - 37 MPH 27 - 36 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 27 MPH 28 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 33 MPH 31 MPH 32 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 41 MPH 36 MPH 40 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
3/28/23
20.B
City of Hemet
Lyon Avenue
B/ Florida Avenue - Acacia Avenue
24 Hour Directional Volume Count
HEM069
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 2 76 2 76
12:15 6 109 7 83
12:30 5 84 8 84
12:45 3 84 16 353 5 84 22 327 38 680
01:00 2 90 3 91
01:15 3 67 1 93
01:30 1 66 5 75
01:45 3 77 9 300 1 88 10 347 19 647
02:00 2 84 4 61
02:15 5 78 2 93
02:30 1 91 7 66
02:45 1 66 9 319 4 82 17 302 26 621
03:00 4 89 0 89
03:15 5 74 0 82
03:30 6 72 3 72
03:45 2 81 17 316 0 79 3 322 20 638
04:00 4 99 1 103
04:15 6 67 1 71
04:30 8 95 4 90
04:45 8 98 26 359 9 93 15 357 41 716
05:00 12 78 9 100
05:15 11 79 3 90
05:30 17 70 8 65
05:45 21 60 61 287 18 75 38 330 99 617
06:00 22 72 8 71
06:15 20 48 23 61
06:30 29 57 21 50
06:45 40 43 111 220 27 53 79 235 190 455
07:00 32 51 30 57
07:15 41 52 41 38
07:30 52 39 30 38
07:45 71 34 196 176 39 49 140 182 336 358
08:00 45 27 35 34
08:15 61 39 45 24
08:30 48 34 40 47
08:45 71 19 225 119 45 38 165 143 390 262
09:00 57 19 47 18
09:15 71 18 56 24
09:30 73 18 49 20
09:45 79 19 280 74 66 9 218 71 498 145
10:00 77 8 60 14
10:15 66 13 84 18
10:30 77 15 60 10
10:45 94 10 314 46 69 11 273 53 587 99
11:00 79 6 66 13
11:15 68 8 65 4
11:30 74 10 65 4
11:45 77 8 298 32 86 9 282 30 580 62
Total 1562 2601 1562 2601 1262 2699 1262 2699 2824 5300 Combined
Total 4163 4163 3961 3961 8124
AM Peak - 10:30 - - - 11:00 - - - - -
Vol. - 318 - - - 282 - - - - -
P.H.F. 0.846 0.820
PM Peak - - 00:15 - - - 04:30 - - - -
Vol. - - 367 - - - 373 - - - -
P.H.F. 0.842 0.933
Percentag
e
37.5% 62.5% 31.9% 68.1%
ADT/AADT ADT 8,124 AADT 8,124
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A78
Lyon Avenue between Acacia and Johnston
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
78 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lyon Ave
From: Acacia Ave To: Johnston Ave
Date of Speed Survey: 3/28/2023
Critical Speed (85th) 41 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 30 MPH NB / 25 MPH SB
10 MPH Pace 30-39 MPH
Percent in Pace 68%
Street Classification: Collector
Length of Street Segment: 0.75 Miles
Average Daily Traffic: 6,846
Total Accidents: 5
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.89
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: Lyon Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Acacia 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 1 0 48 X 1
47 0 1 47 X 1 Date:
46 1 1 46 X X 2
45 1 0 45 X 1
44 0 0 44 0 Time
43 1 2 43 X X X 3 From: 3:00
42 2 3 42 X X X X X 5
41 3 2 41 X X X X X 5 Time
40 2 0 40 X X 2 To: 3:25
39 0 2 39 X X 2 *
38 3 5 38 X X X X X X X X 8 * Existing
37 3 6 37 X X X X X X X X X 9 * Speed Limit: 25 MPH
36 4 6 36 X X X X X X X X X X 10 P
35 3 5 35 X X X X X X X X 8 A
34 4 5 34 X X X X X X X X X 9 C
33 2 2 33 X X X X 4 E
32 4 3 32 X X X X X X X 7 *
31 5 0 31 X X X X X 5 * Northbound Southbound Combined Statistics 30 3 2 30 X X X X X 5 * % Over Pace: 22% 4% 20%
29 2 0 29 X X 2
28 2 0 28 X X 2 % In Pace: 66% 73% 68%
27 0 3 27 X X X 3
26 0 1 26 X 1 % Under Pace: 12% 22% 12%
25 3 0 25 X X X 3
24 1 0 24 X 1 Average Speed: 35 MPH 36 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 29 - 38 MPH 34 - 43 MPH 30 - 39 MPH 21 0 0 21 0
20 0 0 20 0
19 0 0 19 0 15th Percentile / Critical Speed: 29 MPH 32 MPH 30 MPH 18 0 0 18 0
17 0 0 17 0 50th Percentile / Critical Speed: 34 MPH 36 MPH 35 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 49 GRAND TOTALS 99
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
Lyon Avenue
B/ Acacia Avenue - Johnston Avenue
24 Hour Directional Volume Count
HEM070
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 1 62 2 70
12:15 4 85 5 65
12:30 4 67 7 76
12:45 4 68 13 282 5 68 19 279 32 561
01:00 1 63 5 74
01:15 3 64 4 76
01:30 0 63 3 66
01:45 2 70 6 260 3 68 15 284 21 544
02:00 1 60 3 69
02:15 3 77 2 72
02:30 0 64 2 75
02:45 1 55 5 256 3 75 10 291 15 547
03:00 2 82 1 83
03:15 5 55 1 72
03:30 3 59 2 72
03:45 5 78 15 274 0 71 4 298 19 572
04:00 5 77 3 88
04:15 6 54 2 70
04:30 5 60 2 69
04:45 11 67 27 258 7 84 14 311 41 569
05:00 19 54 8 76
05:15 17 62 4 70
05:30 22 47 9 65
05:45 19 54 77 217 13 66 34 277 111 494
06:00 21 57 8 71
06:15 21 43 19 45
06:30 23 43 18 50
06:45 45 47 110 190 21 60 66 226 176 416
07:00 38 37 33 57
07:15 39 50 32 29
07:30 48 35 36 32
07:45 40 29 165 151 38 37 139 155 304 306
08:00 34 27 29 31
08:15 41 25 40 22
08:30 37 24 39 31
08:45 68 19 180 95 36 30 144 114 324 209
09:00 55 18 35 21
09:15 51 11 46 20
09:30 50 20 58 24
09:45 61 17 217 66 42 4 181 69 398 135
10:00 63 9 57 15
10:15 44 14 61 17
10:30 64 6 54 11
10:45 66 9 237 38 51 8 223 51 460 89
11:00 55 7 54 6
11:15 51 6 61 7
11:30 53 9 62 5
11:45 59 3 218 25 57 8 234 26 452 51
Total 1270 2112 1270 2112 1083 2381 1083 2381 2353 4493 Combined
Total 3382 3382 3464 3464 6846
AM Peak - 10:00 - - - 11:00 - - - - -
Vol. - 237 - - - 234 - - - - -
P.H.F. 0.898 0.944
PM Peak - - 00:15 - - - 04:00 - - - -
Vol. - - 283 - - - 311 - - - -
P.H.F. 0.832 0.884
Percentag
e
37.6% 62.4% 31.3% 68.7%
ADT/AADT ADT 6,846 AADT 6,846
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A79
Lyon Avenue between Stetson and Chambers
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
79 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Lyon Ave
From: Stetson Ave To: Chambers St
Date of Speed Survey: 3/14/2023
Critical Speed (85th) 45 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 71%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.51 Miles
Average Daily Traffic: 3,421
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.52
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: 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: Lyon Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Stetson Avenue - Chambers 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: 9:00
52 0 2 52 X X 2
51 2 3 51 X X X X X 5 Time
50 0 0 50 0 To: 9:50
49 3 0 49 X X X 3
48 0 0 48 0 Existing
47 1 2 47 X X X 3 Speed Limit: 40 MPH
46 1 1 46 X X 2
45 1 0 45 X 1
44 3 3 44 X X X X X X 6 *
43 2 1 43 X X X 3 *
42 8 4 42 X X X X X X X X X X X X 12 *
41 3 5 41 X X X X X X X X 8 P Northbound Southbound Combined Statistics 40 2 5 40 X X X X X X X 7 A % Over Pace: 16% 16% 16%
39 1 4 39 X X X X X 5 C
38 7 2 38 X X X X X X X X X 9 E % In Pace: 74% 68% 71%
37 4 4 37 X X X X X X X X 8 *
36 4 1 36 X X X X X 5 * % Under Pace: 10% 16% 13%
35 3 5 35 X X X X X X X X 8 *
34 2 2 34 X X X X 4 Average Speed: 40 MPH 40 MPH 40 MPH 33 0 1 33 X 1
32 1 1 32 X X 2 Pace Speed: 35 - 44 MPH 35 - 44 MPH 35 - 44 MPH 31 2 1 31 X X X 3
30 0 3 30 X X X 3
29 0 0 29 0 15th Percentile / Critical Speed: 35 MPH 34 MPH 35 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: 45 MPH 46 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
3/14/23
20.B
City of Hemet
Lyon Avenue
B/ Stetson Avenue - Chambers Street
24 Hour Directional Volume Count
HEM071
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 29 4 25
12:15 3 40 5 24
12:30 0 28 2 28
12:45 1 32 4 129 0 24 11 101 15 230
01:00 1 35 1 29
01:15 1 29 0 23
01:30 0 26 2 29
01:45 1 31 3 121 2 23 5 104 8 225
02:00 0 22 0 43
02:15 4 39 3 39
02:30 4 86 1 53
02:45 2 42 10 189 1 36 5 171 15 360
03:00 0 41 4 28
03:15 2 33 1 33
03:30 6 40 2 40
03:45 5 25 13 139 1 34 8 135 21 274
04:00 2 30 1 30
04:15 6 30 0 30
04:30 6 31 1 30
04:45 7 21 21 112 1 32 3 122 24 234
05:00 11 27 0 29
05:15 12 22 2 35
05:30 18 28 1 30
05:45 7 27 48 104 3 45 6 139 54 243
06:00 14 29 3 37
06:15 17 21 5 25
06:30 14 22 8 25
06:45 22 24 67 96 6 33 22 120 89 216
07:00 32 13 14 23
07:15 44 10 19 16
07:30 27 13 19 19
07:45 35 12 138 48 18 17 70 75 208 123
08:00 26 3 9 19
08:15 23 9 25 11
08:30 38 9 32 18
08:45 36 6 123 27 27 15 93 63 216 90
09:00 45 5 12 5
09:15 30 5 16 4
09:30 47 3 25 8
09:45 30 5 152 18 34 13 87 30 239 48
10:00 32 8 25 8
10:15 25 6 17 4
10:30 22 0 32 8
10:45 26 3 105 17 24 5 98 25 203 42
11:00 33 2 18 7
11:15 36 6 22 6
11:30 23 5 23 2
11:45 34 2 126 15 21 4 84 19 210 34
Total 810 1015 810 1015 492 1104 492 1104 1302 2119
Combined
Total 1825 1825 1596 1596 3421
AM Peak - 08:45 - - - 09:45 - - - - -
Vol. - 158 - - - 108 - - - - -
P.H.F. 0.840 0.794
PM Peak - - 02:15 - - - 02:00 - - - -
Vol. - - 208 - - - 171 - - - -
P.H.F. 0.605 0.807
Percentag
e
44.4% 55.6% 30.8% 69.2%
ADT/AADT ADT 3,421 AADT 3,421
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A80
Menlo Avenue between Cawston and Sanderson
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
80 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: Cawston Ave To: Sanderson 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 35-44 MPH
Percent in Pace 69%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 2,945
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.24
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)(C); CA-MUTCD Section 2B.13, Option 29A.3 (residential density). Safety of bicyclists and pedestrians, vulnerable pedestrian groups - School (CVC 627(c)(2); CA-MUTCD Section 2B.13, Option 29B).
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 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: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Cawston Avenue - Sanderson 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: 2:45
52 0 1 52 X 1
51 2 0 51 X X 2 Time
50 0 2 50 X X 2 To: 3:10
49 0 1 49 X 1
48 2 0 48 X X 2 Existing
47 2 2 47 X X X X 4 Speed Limit: 40 MPH
46 1 3 46 X X X X 4
45 0 0 45 0
44 2 1 44 X X X 3 *
43 3 5 43 X X X X X X X X 8 *
42 2 3 42 X X X X X 5 *
41 7 6 41 X X X X X X X X X X X X X 13 P Eastbound Westbound Combined Statistics 40 5 3 40 X X X X X X X X 8 A % Over Pace: 14% 12% 16%
39 4 7 39 X X X X X X X X X X X 11 C
38 3 2 38 X X X X X 5 E % In Pace: 74% 66% 69%
37 5 3 37 X X X X X X X X 8 *
36 3 0 36 X X X 3 * % Under Pace: 12% 22% 15%
35 3 2 35 X X X X X 5 *
34 0 2 34 X X 2 Average Speed: 40 MPH 40 MPH 40 MPH
33 1 2 33 X X X 3
32 1 2 32 X X X 3 Pace Speed: 35 - 44 MPH 37 - 46 MPH 35 - 44 MPH 31 1 2 31 X X X 3
30 2 0 30 X X 2
29 1 0 29 X 1 15th Percentile / Critical Speed: 35 MPH 34 MPH 34 MPH 28 0 1 28 X 1
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: 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
Menlo Avenue
B/ Cawston Avenue - Sanderson Avenue
24 Hour Directional Volume Count
HEM072
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 12 3 21
12:15 4 15 5 26
12:30 1 10 1 31
12:45 0 9 5 46 3 25 12 103 17 149
01:00 1 15 3 34
01:15 1 25 1 40
01:30 1 15 2 46
01:45 3 11 6 66 0 34 6 154 12 220
02:00 0 22 0 18
02:15 0 52 4 49
02:30 0 39 2 28
02:45 0 23 0 136 2 23 8 118 8 254
03:00 0 21 3 28
03:15 0 24 0 46
03:30 1 27 1 39
03:45 1 38 2 110 2 51 6 164 8 274
04:00 0 45 6 24
04:15 2 32 9 36
04:30 0 33 6 27
04:45 1 30 3 140 5 38 26 125 29 265
05:00 3 29 8 37
05:15 1 26 10 33
05:30 4 28 5 31
05:45 2 18 10 101 9 24 32 125 42 226
06:00 0 24 10 17
06:15 3 14 8 10
06:30 5 16 17 6
06:45 10 15 18 69 43 14 78 47 96 116
07:00 20 10 98 11
07:15 48 19 64 13
07:30 47 14 45 7
07:45 17 15 132 58 40 10 247 41 379 99
08:00 23 8 35 10
08:15 30 14 32 3
08:30 21 6 39 7
08:45 26 3 100 31 34 7 140 27 240 58
09:00 22 9 19 7
09:15 13 4 28 3
09:30 15 2 15 7
09:45 7 7 57 22 15 12 77 29 134 51
10:00 10 1 14 3
10:15 8 2 19 2
10:30 10 4 16 2
10:45 14 2 42 9 18 2 67 9 109 18
11:00 14 1 12 0
11:15 11 1 24 1
11:30 19 5 19 1
11:45 8 3 52 10 19 3 74 5 126 15
Total 427 798 427 798 773 947 773 947 1200 1745
Combined
Total 1225 1225 1720 1720 2945
AM Peak - 07:15 - - - 06:45 - - - - -
Vol. - 135 - - - 250 - - - - -
P.H.F. 0.703 0.638
PM Peak - - 03:45 - - - 03:00 - - - -
Vol. - - 148 - - - 164 - - - -
P.H.F. 0.822 0.804
Percentag
e
34.9% 65.1% 44.9% 55.1%
ADT/AADT ADT 2,945 AADT 2,945
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A81
Menlo Avenue between Sanderson and Kirby
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
81 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: Sanderson Ave To: Kirby St
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 49 MPH
50 Percentile 44 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 41-50 MPH
Percent in Pace 66%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,110
Total Accidents: 1
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.23
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: 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 EB WB VEH. Location: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Sanderson Avenue - Kirby 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 1 0 56 X 1
55 1 0 55 X 1
54 1 2 54 X X X 3 Time
53 0 0 53 0 From: 2:00
52 2 1 52 X X X 3
51 0 3 51 X X X 3 Time
50 1 2 50 X X X 3 * To: 2:20
49 1 5 49 X X X X X X 6 *
48 3 5 48 X X X X X X X X 8 * Existing
47 5 0 47 X X X X X 5 P Speed Limit: 40 MPH
46 4 3 46 X X X X X X X 7 A
45 4 1 45 X X X X X 5 C
44 5 4 44 X X X X X X X X X 9 E
43 3 4 43 X X X X X X X 7 *
42 4 3 42 X X X X X X X 7 *
41 2 7 41 X X X X X X X X X 9 * Eastbound Westbound Combined Statistics 40 2 1 40 X X X 3 % Over Pace: 14% 12% 11%
39 3 2 39 X X X X X 5
38 3 3 38 X X X X X X 6 % In Pace: 70% 68% 66%
37 3 1 37 X X X X 4
36 1 2 36 X X X 3 % Under Pace: 16% 20% 23%
35 0 0 35 0
34 1 1 34 X X 2 Average Speed: 44 MPH 44 MPH 44 MPH
33 0 0 33 0
32 0 0 32 0 Pace Speed: 39 - 48 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: 38 MPH 39 MPH 38 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: 48 MPH 50 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
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
Menlo Avenue
B/ Sanderson Avenue - Kirby Street
24 Hour Directional Volume Count
HEM073
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 54 7 53
12:15 4 65 4 79
12:30 2 56 3 77
12:45 5 85 16 260 4 83 18 292 34 552
01:00 2 76 0 77
01:15 7 90 6 70
01:30 5 97 5 50
01:45 7 83 21 346 7 68 18 265 39 611
02:00 4 72 5 79
02:15 1 75 10 88
02:30 6 98 6 70
02:45 6 105 17 350 19 83 40 320 57 670
03:00 1 115 24 58
03:15 6 99 13 68
03:30 2 81 17 66
03:45 14 78 23 373 26 74 80 266 103 639
04:00 7 76 35 72
04:15 8 78 34 68
04:30 15 79 23 65
04:45 13 88 43 321 30 53 122 258 165 579
05:00 14 72 34 55
05:15 18 70 31 37
05:30 16 75 29 41
05:45 31 63 79 280 60 44 154 177 233 457
06:00 44 52 73 51
06:15 64 45 99 40
06:30 85 46 62 35
06:45 80 48 273 191 78 27 312 153 585 344
07:00 92 47 75 43
07:15 73 55 85 31
07:30 74 34 67 27
07:45 71 23 310 159 68 27 295 128 605 287
08:00 52 20 49 16
08:15 50 19 53 20
08:30 54 23 46 15
08:45 56 33 212 95 51 13 199 64 411 159
09:00 51 17 53 8
09:15 44 16 66 11
09:30 54 22 59 8
09:45 59 13 208 68 65 3 243 30 451 98
10:00 52 9 55 10
10:15 50 11 58 6
10:30 59 9 60 6
10:45 53 8 214 37 46 8 219 30 433 67
11:00 57 12 75 7
11:15 50 9 68 3
11:30 54 10 52 3
11:45 55 8 216 39 63 5 258 18 474 57
Total 1632 2519 1632 2519 1958 2001 1958 2001 3590 4520 Combined
Total 4151 4151 3959 3959 8110
AM Peak - 06:30 - - - 06:15 - - - - -
Vol. - 330 - - - 314 - - - - -
P.H.F. 0.897 0.793
PM Peak - - 02:30 - - - 02:00 - - - -
Vol. - - 417 - - - 320 - - - -
P.H.F. 0.907 0.909
Percentag
e
39.3% 60.7% 49.5% 50.5%
ADT/AADT ADT 8,110 AADT 8,110
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A82
Menlo Avenue between Kirby and Lyon
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
82 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: Kirby St To: Lyon Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 46 MPH
50 Percentile 41 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 36-45 MPH
Percent in Pace 77%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 9,219
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.19
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: 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 EB WB VEH. Location: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Kirby Street - Lyon 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 1 0 54 X 1 Time
53 0 1 53 X 1 From: 1:40
52 1 1 52 X X 2
51 0 1 51 X 1 Time
50 0 1 50 X 1 To: 2:00
49 0 1 49 X 1
48 3 0 48 X X X 3 Existing
47 4 1 47 X X X X X 5 Speed Limit: 40 MPH
46 2 1 46 X X X 3
45 5 4 45 X X X X X X X X X 9 *
44 3 6 44 X X X X X X X X X 9 *
43 3 4 43 X X X X X X X 7 *
42 3 3 42 X X X X X X 6 P
41 2 9 41 X X X X X X X X X X X 11 A Eastbound Westbound Combined Statistics 40 3 1 40 X X X X 4 C % Over Pace: 10% 14% 18%
39 5 7 39 X X X X X X X X X X X X 12 E
38 4 6 38 X X X X X X X X X X 10 * % In Pace: 68% 86% 77% 37 3 1 37 X X X X 4 *
36 3 2 36 X X X X X 5 * % Under Pace: 22% 0% 5%
35 3 0 35 X X X 3
34 1 0 34 X 1 Average Speed: 42 MPH 42 MPH 42 MPH
33 0 0 33 0
32 1 0 32 X 1 Pace Speed: 38 - 47 MPH 36 - 45 MPH 36 - 45 MPH 31 0 0 31 0
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 36 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 47 MPH 45 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
3/30/23
20.B
City of Hemet
Menlo Avenue
B/ Kirby Street - Lyon Avenue
24 Hour Directional Volume Count
HEM074
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 62 2 80
12:15 5 63 9 76
12:30 6 62 5 57
12:45 4 72 21 259 5 73 21 286 42 545
01:00 2 71 6 70
01:15 5 90 1 85
01:30 5 73 5 78
01:45 4 85 16 319 5 95 17 328 33 647
02:00 4 85 1 94
02:15 2 123 6 89
02:30 6 108 6 60
02:45 5 88 17 404 7 98 20 341 37 745
03:00 7 80 4 95
03:15 4 95 7 90
03:30 5 106 7 93
03:45 6 101 22 382 15 90 33 368 55 750
04:00 1 123 14 96
04:15 3 110 14 84
04:30 3 99 15 77
04:45 11 84 18 416 29 99 72 356 90 772
05:00 6 89 30 84
05:15 6 80 32 94
05:30 14 82 25 74
05:45 19 95 45 346 28 64 115 316 160 662
06:00 14 81 35 62
06:15 21 64 27 55
06:30 22 69 28 48
06:45 37 62 94 276 58 62 148 227 242 503
07:00 53 55 92 55
07:15 77 46 109 49
07:30 98 57 78 49
07:45 87 54 315 212 70 39 349 192 664 404
08:00 77 47 95 52
08:15 96 53 91 33
08:30 75 37 86 28
08:45 93 26 341 163 67 26 339 139 680 302
09:00 60 31 51 21
09:15 53 24 68 14
09:30 58 24 53 17
09:45 72 27 243 106 66 20 238 72 481 178
10:00 68 20 62 14
10:15 51 10 78 10
10:30 63 26 56 11
10:45 65 13 247 69 68 4 264 39 511 108
11:00 74 11 59 9
11:15 54 14 70 7
11:30 76 5 66 6
11:45 62 11 266 41 74 10 269 32 535 73
Total 1645 2993 1645 2993 1885 2696 1885 2696 3530 5689 Combined
Total 4638 4638 4581 4581 9219
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 358 - - - 352 - - - - -
P.H.F. 0.913 0.807
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 440 - - - 376 - - - -
P.H.F. 0.894 0.959
Percentag
e
35.5% 64.5% 41.1% 58.9%
ADT/AADT ADT 9,219 AADT 9,219
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A83
Menlo Avenue between Lyon and Palm
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
83 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: Lyon Ave To: Palm Ave
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 46 MPH
50 Percentile 41 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 38-47 MPH
Percent in Pace 76%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 9,004
Total Accidents: 2
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.41
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: 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 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: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Lyon Avenue - Palm 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 1 53 X 1 From: 1:20
52 1 0 52 X 1
51 1 0 51 X 1 Time
50 0 0 50 0 To: 1:40
49 1 0 49 X 1
48 4 2 48 X X X X X X 6 Existing
47 0 5 47 X X X X X 5 * Speed Limit: 40 MPH
46 2 3 46 X X X X X 5 *
45 0 2 45 X X 2 *
44 3 3 44 X X X X X X 6 P
43 5 2 43 X X X X X X X 7 A
42 4 4 42 X X X X X X X X 8 C
41 8 7 41 X X X X X X X X X X X X X X X 15 E Eastbound Westbound Combined Statistics 40 5 7 40 X X X X X X X X X X X X 12 * % Over Pace: 18% 6% 10% 39 5 4 39 X X X X X X X X X 9 *
38 3 4 38 X X X X X X X 7 * % In Pace: 78% 82% 76%
37 3 1 37 X X X X 4
36 1 0 36 X 1 % Under Pace: 4% 12% 14%
35 2 0 35 X X 2
34 0 3 34 X X X 3 Average Speed: 41 MPH 42 MPH 41 MPH
33 1 1 33 X X 2
32 0 1 32 X 1 Pace Speed: 35 - 44 MPH 38 - 47 MPH 38 - 47 MPH 31 1 0 31 X 1
30 0 0 30 0
29 0 0 29 0 15th Percentile / Critical Speed: 37 MPH 38 MPH 38 MPH 28 0 0 28 0
27 0 0 27 0 50th Percentile / Critical Speed: 41 MPH 41 MPH 41 MPH 26 0 0 26 0
25 0 0 25 0 85th Percentile / Critical Speed: 46 MPH 47 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
3/30/23
20.B
City of Hemet
Menlo Avenue
B/ Lyon Avenue - Palm Avenue
24 Hour Directional Volume Count
HEM075
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 57 1 93
12:15 4 74 8 68
12:30 7 73 7 62
12:45 3 81 20 285 4 65 20 288 40 573
01:00 4 76 4 56
01:15 2 84 2 80
01:30 4 101 5 67
01:45 3 96 13 357 2 85 13 288 26 645
02:00 4 84 2 77
02:15 2 126 6 69
02:30 4 99 6 65
02:45 6 89 16 398 9 87 23 298 39 696
03:00 6 85 4 83
03:15 3 102 8 84
03:30 5 92 10 81
03:45 4 103 18 382 11 71 33 319 51 701
04:00 3 127 15 90
04:15 4 114 9 73
04:30 3 93 13 73
04:45 10 102 20 436 24 87 61 323 81 759
05:00 8 87 29 82
05:15 7 86 24 76
05:30 14 84 25 71
05:45 20 100 49 357 24 64 102 293 151 650
06:00 24 87 33 50
06:15 17 83 28 57
06:30 28 69 28 41
06:45 29 66 98 305 58 52 147 200 245 505
07:00 44 60 85 46
07:15 78 55 87 58
07:30 82 58 56 40
07:45 83 55 287 228 59 38 287 182 574 410
08:00 71 44 88 47
08:15 92 56 76 34
08:30 72 37 78 38
08:45 80 36 315 173 68 26 310 145 625 318
09:00 63 29 51 23
09:15 60 29 65 17
09:30 58 23 50 18
09:45 86 28 267 109 61 19 227 77 494 186
10:00 59 18 59 17
10:15 69 15 77 13
10:30 66 22 52 8
10:45 70 8 264 63 61 5 249 43 513 106
11:00 73 20 65 8
11:15 57 11 67 10
11:30 81 9 51 6
11:45 69 8 280 48 70 11 253 35 533 83
Total 1647 3141 1647 3141 1725 2491 1725 2491 3372 5632 Combined
Total 4788 4788 4216 4216 9004
AM Peak - 07:30 - - - 08:00 - - - - -
Vol. - 328 - - - 310 - - - - -
P.H.F. 0.891 0.881
PM Peak - - 03:45 - - - 02:45 - - - -
Vol. - - 437 - - - 335 - - - -
P.H.F. 0.860 0.963
Percentag
e
34.4% 65.6% 40.9% 59.1%
ADT/AADT ADT 9,004 AADT 9,004
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A84
Menlo Avenue between Palm and State
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
84 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: Palm Ave To: State St
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 44 MPH
50 Percentile 40 MPH
Existing Posted Speed Limit 40 MPH
10 MPH Pace 35-44 MPH
Percent in Pace 76%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 8,131
Total Accidents: 13
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 2.92
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 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: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: Palm Avenue - State 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: 1:00
52 0 1 52 X 1
51 1 0 51 X 1 Time
50 0 0 50 0 To: 1:20
49 0 1 49 X 1
48 0 3 48 X X X 3 Existing
47 1 0 47 X 1 Speed Limit: 40 MPH
46 0 1 46 X 1
45 1 1 45 X X 2
44 4 3 44 X X X X X X X 7 *
43 5 3 43 X X X X X X X X 8 *
42 6 3 42 X X X X X X X X X 9 *
41 6 8 41 X X X X X X X X X X X X X X 14 P Eastbound Westbound Combined Statistics 40 6 4 40 X X X X X X X X X X 10 A % Over Pace: 6% 10% 10% 39 1 3 39 X X X X 4 C
38 3 7 38 X X X X X X X X X X 10 E % In Pace: 78% 74% 76% 37 3 4 37 X X X X X X X 7 *
36 2 0 36 X X 2 * % Under Pace: 16% 16% 14%
35 3 2 35 X X X X X 5 *
34 2 1 34 X X X 3 Average Speed: 39 MPH 40 MPH 40 MPH
33 3 4 33 X X X X X X X 7
32 1 0 32 X 1 Pace Speed: 35 - 44 MPH 37 - 46 MPH 35 - 44 MPH 31 0 1 31 X 1
30 1 0 30 X 1
29 0 0 29 0 15th Percentile / Critical Speed: 34 MPH 35 MPH 35 MPH 28 1 0 28 X 1
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: 43 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
3/30/23
20.B
City of Hemet
Menlo Avenue
B/ Palm Avenue - State Street
24 Hour Directional Volume Count
HEM076
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 59 7 83
12:15 8 55 10 70
12:30 8 63 6 62
12:45 1 68 26 245 4 62 27 277 53 522
01:00 4 58 4 62
01:15 1 68 4 66
01:30 4 81 5 66
01:45 3 93 12 300 2 80 15 274 27 574
02:00 3 72 3 65
02:15 2 89 2 77
02:30 2 79 5 73
02:45 5 76 12 316 4 80 14 295 26 611
03:00 7 76 4 67
03:15 5 73 6 80
03:30 1 81 8 77
03:45 8 95 21 325 5 68 23 292 44 617
04:00 3 93 11 91
04:15 4 80 8 78
04:30 2 81 9 65
04:45 9 74 18 328 11 90 39 324 57 652
05:00 9 73 19 96
05:15 4 58 13 62
05:30 15 72 17 76
05:45 18 85 46 288 18 60 67 294 113 582
06:00 29 66 26 65
06:15 22 84 23 58
06:30 29 53 19 55
06:45 38 49 118 252 51 52 119 230 237 482
07:00 51 57 63 46
07:15 72 56 60 60
07:30 71 43 65 44
07:45 76 46 270 202 57 46 245 196 515 398
08:00 65 38 83 44
08:15 67 54 55 43
08:30 65 28 68 34
08:45 62 30 259 150 54 25 260 146 519 296
09:00 57 21 48 26
09:15 58 20 59 19
09:30 54 22 46 19
09:45 80 29 249 92 54 16 207 80 456 172
10:00 50 15 50 15
10:15 60 16 64 13
10:30 60 17 57 10
10:45 66 9 236 57 70 13 241 51 477 108
11:00 71 17 66 7
11:15 52 11 61 9
11:30 70 8 61 13
11:45 65 14 258 50 61 7 249 36 507 86
Total 1525 2605 1525 2605 1506 2495 1506 2495 3031 5100 Combined
Total 4130 4130 4001 4001 8131
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 284 - - - 265 - - - - -
P.H.F. 0.934 0.798
PM Peak - - 03:30 - - - 04:15 - - - -
Vol. - - 349 - - - 329 - - - -
P.H.F. 0.918 0.857
Percentag
e
36.9% 63.1% 37.6% 62.4%
ADT/AADT ADT 8,131 AADT 8,131
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A85
Menlo Avenue between State and Santa Fe
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
85 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: State St To: Santa Fe St
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 36 MPH
50 Percentile 32 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 27-36 MPH
Percent in Pace 75%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.50 Miles
Average Daily Traffic: 11,526
Total Accidents: 6
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 0.95
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: Menlo Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: State Street - Santa Fe 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 0 0 45 0
44 0 0 44 0 Time
43 1 0 43 X 1 From: 3:40
42 0 0 42 0
41 0 2 41 X X 2 Time
40 0 1 40 X 1 To: 4:00
39 1 2 39 X X X 3
38 2 1 38 X X X 3 Existing
37 2 1 37 X X X 3 Speed Limit: 35 MPH
36 2 5 36 X X X X X X X 7 *
35 3 2 35 X X X X X 5 *
34 4 6 34 X X X X X X X X X X 10 *
33 1 3 33 X X X X 4 P
32 11 5 32 X X X X X X X X X X X X X X X X 16 A
31 3 5 31 X X X X X X X X 8 C Eastbound Westbound Combined Statistics 30 4 1 30 X X X X X 5 E % Over Pace: 12% 14% 13%
29 5 4 29 X X X X X X X X X 9 *
28 3 2 28 X X X X X 5 * % In Pace: 78% 72% 75%
27 3 3 27 X X X X X X 6 *
26 1 2 26 X X X 3 % Under Pace: 10% 14% 12%
25 1 3 25 X X X X 4
24 2 1 24 X X X 3 Average Speed: 32 MPH 32 MPH 32 MPH
23 1 1 23 X X 2
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 27 MPH 27 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: 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
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
Menlo Avenue
B/ State Street - Santa Fe Street
24 Hour Directional Volume Count
HEM077
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 20 106 8 89
12:15 9 129 11 90
12:30 13 97 8 90
12:45 8 84 50 416 5 81 32 350 82 766
01:00 3 103 6 82
01:15 7 97 7 94
01:30 8 94 4 97
01:45 9 104 27 398 5 74 22 347 49 745
02:00 1 108 6 92
02:15 8 92 2 85
02:30 6 104 8 102
02:45 9 99 24 403 5 116 21 395 45 798
03:00 4 115 9 98
03:15 5 120 10 107
03:30 2 123 12 110
03:45 4 120 15 478 13 99 44 414 59 892
04:00 11 140 18 104
04:15 2 122 13 100
04:30 5 117 16 105
04:45 3 106 21 485 23 84 70 393 91 878
05:00 12 141 33 99
05:15 8 104 23 88
05:30 19 113 36 70
05:45 21 126 60 484 40 78 132 335 192 819
06:00 24 102 48 105
06:15 23 103 39 77
06:30 37 93 49 62
06:45 58 97 142 395 83 55 219 299 361 694
07:00 82 81 86 75
07:15 76 82 81 77
07:30 83 76 97 63
07:45 87 61 328 300 113 56 377 271 705 571
08:00 75 65 88 63
08:15 71 54 74 53
08:30 68 49 73 50
08:45 86 61 300 229 68 51 303 217 603 446
09:00 68 43 85 46
09:15 85 46 74 42
09:30 80 36 88 35
09:45 89 40 322 165 96 36 343 159 665 324
10:00 96 31 79 32
10:15 73 24 76 32
10:30 85 32 79 18
10:45 84 26 338 113 82 22 316 104 654 217
11:00 83 23 94 21
11:15 95 16 97 17
11:30 107 12 92 9
11:45 105 11 390 62 85 3 368 50 758 112
Total 2017 3928 2017 3928 2247 3334 2247 3334 4264 7262 Combined
Total 5945 5945 5581 5581 11526
AM Peak - 11:00 - - - 07:15 - - - - -
Vol. - 390 - - - 379 - - - - -
P.H.F. 0.911 0.838
PM Peak - - 03:30 - - - 02:45 - - - -
Vol. - - 505 - - - 431 - - - -
P.H.F. 0.902 0.929
Percentag
e
33.9% 66.1% 40.3% 59.7%
ADT/AADT ADT 11,526 AADT 11,526
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A86
Menlo Avenue between Santa Fe and San Jacinto
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
86 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: Santa Fe St To: San Jacinto St
Date of Speed Survey: 3/30/2023
Critical Speed (85th) 39 MPH
50 Percentile 35 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 29-38 MPH
Percent in Pace 78%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.25 Miles
Average Daily Traffic: 10,196
Total Accidents: 3
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.07
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: 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: Menlo Avenue
55 0 0 55 0
54 0 0 54 0
53 0 0 53 0 Between: Santa Fe 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 1 47 X 1 Date:
46 0 1 46 X 1
45 0 0 45 0
44 0 1 44 X 1 Time
43 1 1 43 X X 2 From: 12:40
42 0 1 42 X 1
41 3 3 41 X X X X X X 6 Time
40 0 3 40 X X X 3 To: 1:00
39 3 1 39 X X X X 4
38 3 1 38 X X X X 4 * Existing
37 2 5 37 X X X X X X X 7 * Speed Limit: 35 MPH
36 6 8 36 X X X X X X X X X X X X X X 14 *
35 5 3 35 X X X X X X X X 8 P
34 6 3 34 X X X X X X X X X 9 A
33 3 2 33 X X X X X 5 C
32 5 4 32 X X X X X X X X X 9 E
31 9 4 31 X X X X X X X X X X X X X 13 * Eastbound Westbound Combined Statistics 30 0 4 30 X X X X 4 * % Over Pace: 8% 24% 19%
29 3 2 29 X X X X X 5 *
28 1 0 28 X 1 % In Pace: 84% 72% 78%
27 0 1 27 X 1
26 0 1 26 X 1 % Under Pace: 8% 4% 3%
25 0 0 25 0
24 0 0 24 0 Average Speed: 34 MPH 35 MPH 35 MPH
23 0 0 23 0
22 0 0 22 0 Pace Speed: 31 - 40 MPH 29 - 38 MPH 29 - 38 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: 34 MPH 36 MPH 35 MPH 16 0 0 16 0
15 0 0 15 0 85th Percentile / Critical Speed: 38 MPH 41 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
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
Menlo Avenue
B/ Santa Fe Street - San Jacinto Street
24 Hour Directional Volume Count
HEM078
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 3/28/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 89 7 86
12:15 10 84 6 85
12:30 4 101 4 89
12:45 0 60 23 334 6 84 23 344 46 678
01:00 7 83 3 77
01:15 2 88 7 62
01:30 8 95 4 80
01:45 6 121 23 387 5 64 19 283 42 670
02:00 4 97 2 77
02:15 1 93 6 99
02:30 6 134 4 96
02:45 4 116 15 440 3 88 15 360 30 800
03:00 3 123 4 82
03:15 4 104 3 86
03:30 2 103 6 88
03:45 5 132 14 462 4 109 17 365 31 827
04:00 3 125 7 102
04:15 6 105 6 112
04:30 2 111 16 97
04:45 6 104 17 445 22 107 51 418 68 863
05:00 8 137 16 100
05:15 9 83 11 67
05:30 16 95 18 84
05:45 21 105 54 420 30 98 75 349 129 769
06:00 23 87 21 76
06:15 23 105 12 74
06:30 32 78 23 64
06:45 55 70 133 340 48 79 104 293 237 633
07:00 71 61 79 81
07:15 97 77 73 70
07:30 80 71 76 57
07:45 82 64 330 273 97 63 325 271 655 544
08:00 93 53 88 52
08:15 100 48 63 58
08:30 79 42 69 42
08:45 76 54 348 197 77 32 297 184 645 381
09:00 64 35 69 37
09:15 72 25 60 34
09:30 72 28 59 30
09:45 65 24 273 112 57 19 245 120 518 232
10:00 68 27 57 26
10:15 65 25 78 21
10:30 63 15 65 17
10:45 85 14 281 81 74 16 274 80 555 161
11:00 92 12 80 12
11:15 84 12 56 14
11:30 79 12 58 15
11:45 76 6 331 42 64 10 258 51 589 93
Total 1842 3533 1842 3533 1703 3118 1703 3118 3545 6651 Combined
Total 5375 5375 4821 4821 10196
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 355 - - - 334 - - - - -
P.H.F. 0.888 0.861
PM Peak - - 02:30 - - - 03:45 - - - -
Vol. - - 477 - - - 420 - - - -
P.H.F. 0.890 0.938
Percentag
e
34.3% 65.7% 35.3% 64.7%
ADT/AADT ADT 10,196 AADT 10,196
20.B
Engineering and Traffic Survey for Speed Limits
City of Imperial Beach City of City of
Appendix A87
Menlo Avenue between San Jacinto and Park
20.B
CITY OF HEMET CITY
ENGINEERING & TRAFFIC SURVEY
87 Radar
Enforceable?
YES
David DiPierro, TE
STC Traffic, Inc.
Street: Menlo Ave
From: San Jacinto St To: Park Ave
Date of Speed Survey: 3/8/2023
Critical Speed (85th) 42 MPH
50 Percentile 37 MPH
Existing Posted Speed Limit 35 MPH
10 MPH Pace 34-43 MPH
Percent in Pace 72%
Street Classification: Secondary (Undivided)
Length of Street Segment: 0.48 Miles
Average Daily Traffic: 8,735
Total Accidents: 8
Evaluation Period: January 1, 2018 – December 31, 2020
Accident Rate (MVM): 1.74
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: 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 and conditions not readily apparent, 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: Menlo Avenue
65 0 0 65 0
64 0 0 64 0
63 0 0 63 0 Between: San Jacinto Street - 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 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: 3:15
52 0 0 52 0
51 0 1 51 X 1 Time
50 0 0 50 0 To: 3:35
49 0 1 49 X 1
48 0 2 48 X X 2 Existing
47 0 1 47 X 1 Speed Limit: 35 MPH
46 1 0 46 X 1
45 1 0 45 X 1
44 0 2 44 X X 2
43 1 1 43 X X 2 *
42 1 4 42 X X X X X 5 *
41 3 3 41 X X X X X X 6 * Eastbound Westbound Combined Statistics 40 2 6 40 X X X X X X X X 8 P % Over Pace: 18% 14% 9%
39 3 2 39 X X X X X 5 A
38 3 6 38 X X X X X X X X X 9 C % In Pace: 74% 74% 72%
37 8 2 37 X X X X X X X X X X 10 E
36 1 5 36 X X X X X X 6 * % Under Pace: 8% 12% 19%
35 6 5 35 X X X X X X X X X X X 11 *
34 7 3 34 X X X X X X X X X X 10 * Average Speed: 36 MPH 39 MPH 37 MPH 33 1 0 33 X 1
32 2 2 32 X X X X 4 Pace Speed: 30 - 39 MPH 34 - 43 MPH 34 - 43 MPH 31 2 3 31 X X X X X 5
30 4 0 30 X X X X 4
29 1 1 29 X X 2 15th Percentile / Critical Speed: 30 MPH 34 MPH 32 MPH 28 1 0 28 X 1
27 0 0 27 0 50th Percentile / Critical Speed: 35 MPH 38 MPH 37 MPH 26 2 0 26 X X 2
25 0 0 25 0 85th Percentile / Critical Speed: 40 MPH 43 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
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
Menlo Avenue
B/ San Jacinto Street - Park Avenue
24 Hour Directional Volume Count
HEM079
Site Code: 232-23157
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 4/26/23 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 84 5 63
12:15 2 64 4 71
12:30 6 64 1 66
12:45 3 77 18 289 4 68 14 268 32 557
01:00 2 55 6 61
01:15 0 73 4 70
01:30 3 59 8 50
01:45 3 62 8 249 4 66 22 247 30 496
02:00 2 74 2 77
02:15 0 68 8 63
02:30 3 84 2 86
02:45 5 92 10 318 1 64 13 290 23 608
03:00 4 78 3 63
03:15 2 89 6 63
03:30 4 92 2 82
03:45 2 96 12 355 9 83 20 291 32 646
04:00 3 85 10 63
04:15 8 75 10 86
04:30 2 102 13 64
04:45 1 104 14 366 19 80 52 293 66 659
05:00 5 114 22 75
05:15 8 107 20 73
05:30 10 93 25 49
05:45 16 95 39 409 44 71 111 268 150 677
06:00 15 86 33 100
06:15 20 76 32 72
06:30 24 65 37 67
06:45 34 69 93 296 66 72 168 311 261 607
07:00 43 63 68 86
07:15 69 65 78 81
07:30 69 64 88 57
07:45 82 54 263 246 111 41 345 265 608 511
08:00 74 38 74 77
08:15 54 48 57 62
08:30 56 51 64 50
08:45 66 39 250 176 70 50 265 239 515 415
09:00 39 34 67 40
09:15 65 35 58 39
09:30 53 29 60 24
09:45 54 31 211 129 76 22 261 125 472 254
10:00 47 33 46 34
10:15 58 28 43 32
10:30 52 19 50 19
10:45 57 8 214 88 61 14 200 99 414 187
11:00 47 16 54 10
11:15 54 10 58 10
11:30 45 11 63 9
11:45 58 6 204 43 49 15 224 44 428 87
Total 1336 2964 1336 2964 1695 2740 1695 2740 3031 5704 Combined
Total 4300 4300 4435 4435 8735
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 294 - - - 351 - - - - -
P.H.F. 0.896 0.791
PM Peak - - 04:30 - - - 03:30 - - - -
Vol. - - 427 - - - 314 - - - -
P.H.F. 0.936 0.913
Percentag
e
31.1% 68.9% 38.2% 61.8%
ADT/AADT ADT 8,735 AADT 8,735