Desert Hot Springs City Council
June 17, 2025

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23
24 1
25 4
26 1
27 5
28 6
29 5
30 8
31 2
32 4
33 5
34 4
35 3
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 37 30 mph 34 mph 25 - 34 44 88% 4% / 2 8% / 4

SPEED PARAMETERS
Palm Dr Bet Pierson Blvd & Hacienda Ave
City of Desert Hot Springs
Northbound Spot Speeds
12:30-12:55
2/25/2025
Project #: 25-030009-019
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 1
25 1
26 1
27 3
28 3
29 5
30 5
31 7
32 3
33 9
34 4
35 3
36 1
37 1
38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 39 31 mph 34 mph 26 - 35 43 86% 6% / 3 8% / 4

SPEED PARAMETERS
Palm Dr Bet Pierson Blvd & Hacienda Ave
City of Desert Hot Springs
Southbound Spot Speeds
12:30-12:55
2/25/2025
Project #: 25-030009-019
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23 1
24 2
25 5
26 2
27 8
28 9
29 10
30 13
31 9
32 7
33 14
34 8
35 6
36 1
37 2
38 1
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 39 30 mph 34 mph 26 - 35 86 86% 9% / 9 5% / 5

SPEED PARAMETERS
Palm Dr Bet Pierson Blvd & Hacienda Ave
City of Desert Hot Springs
Northbound & Southbound Spot Speeds
12:30-12:55
2/25/2025
Project #: 25-030009-019
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #20
Street: Palm Dr
Limits: Hacienda Ave to Two Bunch Palm Trail
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/25/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 34
10 mph Pace 25-34
Percent in Pace 78
B. Traffic Factors
Average Daily Traffic (ADT) 14,009
Length of Segment (mi.) 0.51
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 18
Accident Rate (Acc/MVM) 0.89
Statewide Average Accident Rate 1.33
D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Left turning lane with solid and dotted yellow line serves as a median. Concrete sidewalks and bike lanes present in both the directions. Traffic signals present at the intersection of Palm Dr & Hacienda Ave, Palm Dr & Ironwood Dr, and also at the intersection of Palm Dr & Two Bunch Palms Trail.

Stop sign control present at all the other intersections. SB left turn pocket present at approach for Two Bunch Palms Trail. NB left turn pocket present at approach for Hacienda Ave. No school zone present.

Meidum driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 34 --> 35
Rounding up to the nearest speed limit is same as posted limit so no changes made.

Speed Limit Change No
Existing Speed Limit: 35 Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_020
NB SB EB WB Total
10,737 11,017 0 0 21,754

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 29 12 41 12:00 183 197 380 00:00 01:00 113 47 160
0:15 25 12 37 12:15 138 161 299 01:00 02:00 48 35 83
0:30 39 16 55 12:30 157 167 324 02:00 03:00 49 44 93
0:45 20 7 27 12:45 175 154 329 03:00 04:00 27 66 93
1:00 17 10 27 13:00 158 188 346 04:00 05:00 30 128 158
1:15 11 11 22 13:15 172 141 313 05:00 06:00 74 299 373
1:30 13 8 21 13:30 148 170 318 06:00 07:00 180 593 773
1:45 76 13 13:45 160 139 299 07:00 08:00 464 679 1143
2:00 21 10 31 14:00 176 179 355 08:00 09:00 540 734 1274 2:15 11 11 22 14:15 184 154 338 09:00 10:00 456 694 1150 2:30 10 13 23 14:30 211 157 368 10:00 11:00 531 647 1178 2:45 7 10 17 14:45 184 211 395 11:00 12:00 603 664 1267 3:00 10 14 24 15:00 207 196 403 12:00 13:00 653 679 1332 3:15 7 16 23 15:15 195 197 392 13:00 14:00 638 638 1276 3:30 6 20 26 15:30 234 164 398 14:00 15:00 755 701 1456 3:45 4 16 20 15:45 227 220 447 15:00 16:00 863 777 1640 4:00 6 20 26 16:00 203 216 419 16:00 17:00 867 748 1615 4:15 4 33 37 16:15 224 177 401 17:00 18:00 879 752 1631 4:30 7 33 40 16:30 199 173 372 18:00 19:00 856 647 1503 4:45 13 42 55 16:45 241 182 423 19:00 20:00 637 489 1126 5:00 14 44 58 17:00 211 195 406 20:00 21:00 510 380 890 5:15 16 70 86 17:15 234 182 416 21:00 22:00 429 293 722 5:30 18 107 125 17:30 212 194 406 22:00 23:00 337 184 521 5:45 26 78 104 17:45 222 181 403 23:00 00:00 198 99 297 6:00 24 146 170 18:00 207 193 400
6:15 43 155 198 18:15 236 180 416 NB SB EB WB TOTAL
6:30 39 144 183 18:30 194 148 342 00:00 to 12:00
6:45 74 148 222 18:45 219 126 345 3115 4630 7745
7:00 78 185 263 19:00 172 129 301 11:00 8:30 8:15
7:15 129 145 274 19:15 136 147 283 603 756 1291
7:30 120 176 296 19:30 168 111 279 0.908 0.900 0.875
7:45 137 173 310 19:45 161 102 263
8:00 116 163 279 20:00 136 111 247 12:00 to 00:00
8:15 127 188 315 20:15 142 101 243 7622 6387 14009
8:30 159 210 369 20:30 110 78 188 16:45 15:15 15:30
8:45 138 173 311 20:45 122 90 212 898 797 1665
9:00 117 179 296 21:00 135 75 210 0.932 0.906 0.931
9:15 119 194 313 21:15 108 85 193
9:30 118 147 265 21:30 97 81 178 07:00 to 09:00
9:45 102 174 276 21:45 89 52 141 1004 1413 2417
10:00 121 163 284 22:00 87 61 148 8:00 7:45 8:00
10:15 136 169 305 22:15 95 43 138 540 734 1274
10:30 132 169 301 22:30 80 49 129 0.849 0.874 0.863
10:45 142 146 288 22:45 75 31 106
11:00 123 171 294 23:00 60 32 92 16:00 to 18:00
11:15 155 146 301 23:15 45 28 73 1746 1500 3246
11:30 166 180 346 23:30 49 22 71 16:45 16:45 16:45
11:45 159 167 326 23:45 44 17 61 898 753 1651
TOTALS 3115 4630 0 0 7745 TOTALS 7622 6387 0 0 14009 0.932 0.965 0.976 SPLIT % 40% 60% 0% 0% 36% SPLIT % 54% 46% 0% 0% 64%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Palm Dr Bet Hacienda Ave & Two Bunch Palms Trail
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
700
800
900
1000
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 25 3
26 1
27 1
28 6
29 3
30 7
31 5
32 2
33 4
34 5
35 6
36 4
37 38 2
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 38 31 mph 35 mph 27 - 36 43 86% 10% / 5 4% / 2

SPEED PARAMETERS
Palm Dr Bet Hacienda Ave & Two Bunch Palms Trail
City of Desert Hot Springs
Northbound Spot Speeds
14:37-15:09
2/25/2025
Project #: 25-030009-020
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 2
24 3
25 7
26 4
27 2
28 3
29 8
30 3
31 4
32 1
33 3
34 6
35 36
37 1
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 39 29 mph 34 mph 25 - 34 41 82% 14% / 7 4% / 2

SPEED PARAMETERS
Palm Dr Bet Hacienda Ave & Two Bunch Palms Trail
City of Desert Hot Springs
Southbound Spot Speeds
14:37-15:09
2/25/2025
Project #: 25-030009-020
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 2
23 3
24 3
25 10
26 5
27 3
28 9
29 11
30 10
31 9
32 3
33 7
34 11
35 6
36 4
37 1
38 2
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 22 - 39 30 mph 34 mph 25 - 34 78 78% 8% / 8 14% / 14

SPEED PARAMETERS
Palm Dr Bet Hacienda Ave & Two Bunch Palms Trail
City of Desert Hot Springs
Northbound & Southbound Spot Speeds
14:37-15:09
2/25/2025
Project #: 25-030009-020
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #21
Street: Palm Dr
Limits: Two Bunch Palm Trail to Camino Campanero
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/25/2025
Posted Speed Limit (mph) 40
# Speed Data Collected 100
85th Percentile (mph) 45
10 mph Pace 36-45
Percent in Pace 81
B. Traffic Factors
Average Daily Traffic (ADT) 19,893
Length of Segment (mi.) 0.51
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 15
Accident Rate (Acc/MVM) 0.5
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Left turning lane with solid and dotted yellow line serves as a median. Concrete sidewalks and bike lanes present in both the directions. Traffic signal present at the intersection of Palm Dr & Two Bunch Palms Trails and also at Palm Dr & Camino Campanero. Stop sign control present at all the other intersections. NB left turn pocket present at approach to Two Bunch Palms Trail. SB left turn pocket present at approach to Camino Campanero. No school zone present. Medium driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 45 --> 45
CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 45 --> 40 Speed Limit Change No
Existing Speed Limit: 40 Recommended Speed Limit: 40
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_021
NB SB EB WB Total
14,744 17,497 0 0 32,241

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 42 29 71 12:00 202 249 451 00:00 01:00 153 84 237
0:15 39 19 58 12:15 217 243 460 01:00 02:00 71 53 124
0:30 38 17 55 12:30 205 233 438 02:00 03:00 53 56 109
0:45 34 19 53 12:45 230 230 460 03:00 04:00 48 133 181
1:00 21 13 34 13:00 226 229 455 04:00 05:00 66 243 309
1:15 20 15 35 13:15 208 215 423 05:00 06:00 186 606 792 1:30 16 15 31 13:30 188 276 464 06:00 07:00 310 1208 1518 1:45 14 10 24 13:45 252 220 472 07:00 08:00 714 1287 2001 2:00 17 11 28 14:00 216 291 507 08:00 09:00 736 1233 1969 2:15 10 9 19 14:15 264 233 497 09:00 10:00 619 1047 1666 2:30 13 16 29 14:30 294 266 560 10:00 11:00 672 979 1651 2:45 13 20 33 14:45 276 340 616 11:00 12:00 771 1020 1791 3:00 14 25 39 15:00 296 301 597 12:00 13:00 854 955 1809 3:15 17 24 41 15:15 291 280 571 13:00 14:00 874 940 1814 3:30 5 44 49 15:30 280 251 531 14:00 15:00 1050 1130 2180 3:45 12 40 52 15:45 300 328 628 15:00 16:00 1167 1160 2327 4:00 9 47 56 16:00 289 352 641 16:00 17:00 1200 1194 2394 4:15 9 56 65 16:15 305 254 559 17:00 18:00 1235 1152 2387 4:30 18 62 80 16:30 302 297 599 18:00 19:00 1125 971 2096 4:45 30 78 108 16:45 304 291 595 19:00 20:00 844 669 1513 5:00 35 84 119 17:00 308 272 580 20:00 21:00 675 520 1195 5:15 38 147 185 17:15 289 267 556 21:00 22:00 564 416 980 5:30 51 187 238 17:30 318 330 648 22:00 23:00 487 255 742 5:45 62 188 250 17:45 320 283 603 23:00 00:00 270 186 456 6:00 47 256 303 18:00 289 275 564
6:15 69 313 382 18:15 302 241 543 NB SB EB WB TOTAL
6:30 72 332 404 18:30 267 247 514 00:00 to 12:00
6:45 122 307 429 18:45 267 208 475 4399 7949 12348
7:00 128 368 496 19:00 233 168 401 7:30 6:30 7:00
7:15 191 327 518 19:15 182 197 379 772 1334 2001
7:30 199 322 521 19:30 228 158 386 0.928 0.906 0.960
7:45 196 270 466 19:45 201 146 347
8:00 169 280 449 20:00 181 129 310 12:00 to 00:00
8:15 208 304 512 20:15 175 134 309 10345 9548 19893
8:30 193 353 546 20:30 159 128 287 17:00 15:45 15:45
8:45 166 296 462 20:45 160 129 289 1235 1231 2427
9:00 146 274 420 21:00 151 120 271 0.965 0.874 0.947
9:15 180 263 443 21:15 142 92 234
9:30 143 236 379 21:30 135 117 252 07:00 to 09:00
9:45 150 274 424 21:45 136 87 223 1450 2520 3970
10:00 158 263 421 22:00 126 76 202 7:30 7:00 7:00
10:15 163 251 414 22:15 132 69 201 772 1287 2001
10:30 165 237 402 22:30 124 62 186 0.928 0.874 0.960
10:45 186 228 414 22:45 105 48 153
11:00 160 245 405 23:00 76 51 127 16:00 to 18:00
11:15 213 263 476 23:15 77 52 129 2435 2346 4781
11:30 201 252 453 23:30 57 43 100 17:00 16:00 16:00
11:45 197 260 457 23:45 60 40 100 1235 1194 2394
TOTALS 4399 7949 0 0 12348 TOTALS 10345 9548 0 0 19893 0.965 0.848 0.934 SPLIT % 36% 64% 0% 0% 38% SPLIT % 52% 48% 0% 0% 62%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Palm Dr Bet Two Bunch Palms Trail & Camino Campanero/15th Ave 2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 2
34 35 2
36 5
37 6
38 3
39 8
40 41 4
42 2
43 4
44 7
45 3
46 2
47 48
49 2
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 33 - 49 39 mph 44 mph 36 - 45 42 84% 8% / 4 8% / 4

SPEED PARAMETERS
Palm Dr Bet Two Bunch Palms Trail & Camino Campanero/15th Ave City of Desert Hot Springs
Northbound Spot Speeds
14:02-14:33
2/25/2025
Project #: 25-030009-021
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35 1
36 1
37 38 9
39 40 7
41 4
42 3
43 2
44 7
45 6
46 3
47 2
48 49 3
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 33 - 50 42 mph 46 mph 38 - 47 43 86% 6% / 3 8% / 4

SPEED PARAMETERS
Palm Dr Bet Two Bunch Palms Trail & Camino Campanero/15th Ave City of Desert Hot Springs
Southbound Spot Speeds
14:02-14:33
2/25/2025
Project #: 25-030009-021
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 3
34 35 3
36 6
37 6
38 12
39 8
40 7
41 8
42 5
43 6
44 14
45 9
46 5
47 2
48 49 5
50 1
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 33 - 50 41 mph 45 mph 36 - 45 81 81% 6% / 6 13% / 13

SPEED PARAMETERS
Palm Dr Bet Two Bunch Palms Trail & Camino Campanero/15th Ave City of Desert Hot Springs
Northbound & Southbound Spot Speeds
14:02-14:33
2/25/2025
Project #: 25-030009-021
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #22
Street: Palm Dr
Limits: Camino Campanero to Camino Aventura
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/25/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 100
85th Percentile (mph) 48
10 mph Pace 37-46
Percent in Pace 70
B. Traffic Factors
Average Daily Traffic (ADT) 18,547
Length of Segment (mi.) 0.5
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 11
Accident Rate (Acc/MVM) 0.4
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Left turning lane with solid and dotted yellow line serves as a median. Concrete sidewalks and bike lanes present in both the directions. Traffic signal present at the intersection of Palm Dr & Camino Campanero and also at Palm Dr & Camino Aventura. No school zone. Less driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 48 --> 50
CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 50 --> 45 Speed Limit Change No
Existing Speed Limit: 45 Recommended Speed Limit: 45
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Wednesday City: Desert Hot Springs
Date: Project #: CA25_030008_022
NB SB EB WB Total
14,663 15,514 0 0 30,177

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 47 27 74 12:00 204 182 386 00:00 01:00 150 66 216
0:15 40 16 56 12:15 177 248 425 01:00 02:00 80 56 136
0:30 37 13 50 12:30 244 268 512 02:00 03:00 53 46 99
0:45 26 10 36 12:45 235 230 465 03:00 04:00 40 115 155
1:00 27 11 38 13:00 219 235 454 04:00 05:00 70 255 325
1:15 20 21 41 13:15 218 238 456 05:00 06:00 165 650 815 1:30 13 13 26 13:30 233 239 472 06:00 07:00 344 1206 1550 1:45 20 11 31 13:45 256 212 468 07:00 08:00 612 1107 1719 2:00 15 9 24 14:00 249 221 470 08:00 09:00 643 1075 1718 2:15 12 10 22 14:15 245 187 432 09:00 10:00 602 1014 1616 2:30 8 12 20 14:30 263 223 486 10:00 11:00 731 953 1684 2:45 18 15 33 14:45 295 271 566 11:00 12:00 749 848 1597 3:00 11 14 25 15:00 272 249 521 12:00 13:00 860 928 1788 3:15 9 27 36 15:15 265 251 516 13:00 14:00 926 924 1850 3:30 7 35 42 15:30 308 224 532 14:00 15:00 1052 902 1954 3:45 13 39 52 15:45 283 223 506 15:00 16:00 1128 947 2075 4:00 11 43 54 16:00 290 295 585 16:00 17:00 1206 980 2186 4:15 13 58 71 16:15 325 216 541 17:00 18:00 1273 903 2176 4:30 21 68 89 16:30 314 267 581 18:00 19:00 1117 852 1969 4:45 25 86 111 16:45 277 202 479 19:00 20:00 799 512 1311 5:00 37 101 138 17:00 281 233 514 20:00 21:00 655 421 1076 5:15 42 134 176 17:15 311 214 525 21:00 22:00 659 380 1039 5:30 44 210 254 17:30 328 242 570 22:00 23:00 497 217 714 5:45 42 205 247 17:45 353 214 567 23:00 00:00 252 157 409 6:00 66 245 311 18:00 316 208 524
6:15 72 311 383 18:15 291 245 536 NB SB EB WB TOTAL
6:30 85 351 436 18:30 281 213 494 00:00 to 12:00
6:45 121 299 420 18:45 229 186 415 4239 7391 11630
7:00 138 295 433 19:00 233 152 385 9:45 6:15 7:45
7:15 149 267 416 19:15 213 132 345 751 1256 1746
7:30 178 282 460 19:30 176 125 301 0.988 0.895 0.927
7:45 147 263 410 19:45 177 103 280
8:00 173 268 441 20:00 168 112 280 12:00 to 00:00
8:15 154 270 424 20:15 170 106 276 10424 8123 18547
8:30 169 302 471 20:30 162 103 265 17:15 15:45 15:45
8:45 147 235 382 20:45 155 100 255 1308 1001 2213
9:00 121 232 353 21:00 174 93 267 0.926 0.848 0.946
9:15 149 259 408 21:15 179 115 294
9:30 148 281 429 21:30 160 98 258 07:00 to 09:00
9:45 184 242 426 21:45 146 74 220 1255 2182 3437
10:00 190 214 404 22:00 132 59 191 7:30 7:00 7:45
10:15 188 255 443 22:15 130 55 185 652 1107 1746
10:30 189 260 449 22:30 124 53 177 0.916 0.938 0.927
10:45 164 224 388 22:45 111 50 161
11:00 183 199 382 23:00 77 48 125 16:00 to 18:00
11:15 165 212 377 23:15 71 27 98 2479 1883 4362
11:30 185 238 423 23:30 64 29 93 17:00 16:00 16:00
11:45 216 199 415 23:45 40 53 93 1273 980 2186
TOTALS 4239 7391 0 0 11630 TOTALS 10424 8123 0 0 18547 0.902 0.831 0.934 SPLIT % 36% 64% 0% 0% 39% SPLIT % 56% 44% 0% 0% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Palm Dr Bet Camino Campanero/15th Ave & Camino Aventura 2/19/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 32
33 1
34 3
35 36 1
37 3
38 3
39 1
40 4
41 7
42 4
43 4
44 2
45 7
46 2
47 1
48 4
49 50 2
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 50 42 mph 46 mph 37 - 46 37 74% 12% / 6 14% / 7

SPEED PARAMETERS
Palm Dr Bet Camino Campanero/15th Ave & Camino Aventura City of Desert Hot Springs
Northbound Spot Speeds
13:35-14:05
2/25/2025
Project #: 25-030009-022
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
36 37 3
38 5
39 1
40 2
41 4
42 4
43 7
44 3
45 3
46 1
47 1
48 5
49 3
50 2
51 1
52 1
53 2
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 35 - 54 43 mph 49 mph 37 - 46 33 66% 2% / 1 32% / 16

SPEED PARAMETERS
Palm Dr Bet Camino Campanero/15th Ave & Camino Aventura City of Desert Hot Springs
Southbound Spot Speeds
13:35-14:05
2/25/2025
Project #: 25-030009-022
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 32
33 1
34 3
35 1
36 1
37 6
38 8
39 2
40 6
41 11
42 8
43 11
44 5
45 10
46 3
47 2
48 9
49 3
50 4
51 1
52 1
53 2
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 30 - 54 43 mph 48 mph 37 - 46 70 70% 7% / 7 23% / 23

SPEED PARAMETERS
Palm Dr Bet Camino Campanero/15th Ave & Camino Aventura City of Desert Hot Springs
Northbound & Southbound Spot Speeds
13:35-14:05
2/25/2025
Project #: 25-030009-022
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #23
Street: Palm Dr
Limits: Camino Aventura to Dillon Rd
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/26/2025
Posted Speed Limit (mph) 55
# Speed Data Collected 100
85th Percentile (mph) 52
10 mph Pace 44-53
Percent in Pace 71
B. Traffic Factors
Average Daily Traffic (ADT) 7337
Length of Segment (mi.) 0.5
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 7
Accident Rate (Acc/MVM) 0.52
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Left turning lane with solid and dotted yellow line serves as a median. No sidewalks present in any direction. Bike lane present in both directions. Traffic signals present at the intersection of Palm Dr & Camino Aventura and at the intersection of Palm Dr & Dillon Rd. Stop sign control at other intersection of Palm Dr & Cam idilio and at Palm Dr & Clair Ave. No school zone present.

No driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 52 --> 50
Since the nearest increment of the 85th percentile brings the speed limit down by 5mph, no more changes made.

Speed Limit Change Yes
Existing Speed Limit: 55 Recommended Speed Limit: 50
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_023
NB SB EB WB Total
0 14,699 0 0 14,699

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 23 12:00 184 184 00:00 01:00 66 66
0:15 13 13 12:15 194 194 01:00 02:00 48 48
0:30 14 14 12:30 214 214 02:00 03:00 56 56
0:45 16 16 12:45 176 176 03:00 04:00 150 150
1:00 12 12 13:00 190 190 04:00 05:00 292 292
1:15 13 13 13:15 199 199 05:00 06:00 682 682
1:30 15 15 13:30 207 207 06:00 07:00 1216 1216
1:45 8 8 13:45 182 182 07:00 08:00 1085 1085
2:00 10 10 14:00 238 238 08:00 09:00 1204 1204
2:15 11 11 14:15 204 204 09:00 10:00 908 908
2:30 9 9 14:30 194 194 10:00 11:00 831 831
2:45 26 26 14:45 281 281 11:00 12:00 824 824
3:00 21 21 15:00 203 203 12:00 13:00 768 768
3:15 32 32 15:15 247 247 13:00 14:00 778 778
3:30 44 44 15:30 216 216 14:00 15:00 917 917
3:45 53 53 15:45 222 222 15:00 16:00 888 888
4:00 50 50 16:00 242 242 16:00 17:00 916 916
4:15 69 69 16:15 232 232 17:00 18:00 881 881
4:30 82 82 16:30 229 229 18:00 19:00 693 693
4:45 91 91 16:45 213 213 19:00 20:00 484 484
5:00 93 93 17:00 227 227 20:00 21:00 366 366
5:15 158 158 17:15 203 203 21:00 22:00 303 303
5:30 221 221 17:30 239 239 22:00 23:00 195 195
5:45 210 210 17:45 212 212 23:00 00:00 148 148
6:00 261 261 18:00 204 204
6:15 331 331 18:15 165 165 NB SB EB WB TOTAL
6:30 335 335 18:30 178 178 00:00 to 12:00
6:45 289 289 18:45 146 146 7362 7362
7:00 291 291 19:00 152 152 6:15 6:15
7:15 252 252 19:15 121 121 1246 1246
7:30 268 268 19:30 122 122 0.930 0.930
7:45 274 274 19:45 89 89
8:00 331 331 20:00 103 103 12:00 to 00:00
8:15 287 287 20:15 83 83 7337 7337
8:30 315 315 20:30 102 102 14:45 14:45
8:45 271 271 20:45 78 78 947 947
9:00 231 231 21:00 79 79 0.843 0.843
9:15 233 233 21:15 71 71
9:30 221 221 21:30 91 91 07:00 to 09:00
9:45 223 223 21:45 62 62 2289 2289
10:00 229 229 22:00 56 56 7:45 7:45
10:15 212 212 22:15 50 50 1207 1207
10:30 182 182 22:30 48 48 0.912 0.912
10:45 208 208 22:45 41 41
11:00 219 219 23:00 34 34 16:00 to 18:00
11:15 202 202 23:15 44 44 1797 1797
11:30 209 209 23:30 33 33 16:00 16:00
11:45 194 194 23:45 37 37 916 916
TOTALS 0 7362 0 0 7362 TOTALS 0 7337 0 0 7337 0.946 0.946 SPLIT % 0% 100% 0% 0% 50% SPLIT % 0% 100% 0% 0% 50%
Volume
Prepared by National Data & Surveying Services
VOLUME
Palm Dr SB Bet Camino Aventura & Dillon Rd
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 0 0 - 0 0 mph 0 mph 990 - 999 0 #DIV/0! #DIV/0! #DIV/0!

SPEED PARAMETERS
Palm Dr SB Bet Camino Aventura & Dillon Rd
City of Desert Hot Springs
Northbound Spot Speeds
09:50-10:20
2/26/2025
Project #: 25-030009-023
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 2
38 2
39 5
40 41 8
42 4
43 3
44 4
45 6
46 9
47 4
48 12
49 10
50 5
51 5
52 8
53 8
54 2
55 56 1
57 2
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 37 - 57 48 mph 52 mph 44 - 53 71 71% 24% / 24 5% / 5

SPEED PARAMETERS
Palm Dr SB Bet Camino Aventura & Dillon Rd
City of Desert Hot Springs
Southbound Spot Speeds
09:50-10:20
2/26/2025
Project #: 25-030009-023
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 2
38 2
39 5
40 41 8
42 4
43 3
44 4
45 6
46 9
47 4
48 12
49 10
50 5
51 5
52 8
53 8
54 2
55 56 1
57 2
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 37 - 57 48 mph 52 mph 44 - 53 71 71% 24% / 24 5% / 5

SPEED PARAMETERS
Palm Dr SB Bet Camino Aventura & Dillon Rd
City of Desert Hot Springs
Northbound & Southbound Spot Speeds
09:50-10:20
2/26/2025
Project #: 25-030009-023
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #24
Street: Palm Dr
Limits: Dillon Rd to South City Limit
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/25/2025
Posted Speed Limit (mph) 60
# Speed Data Collected 100
85th Percentile (mph) 58
10 mph Pace 49-58
Percent in Pace 64
B. Traffic Factors
Average Daily Traffic (ADT) 20,320
Length of Segment (mi.) 0.5
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 29
Accident Rate (Acc/MVM) 0.97
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Left turning lane with solid and dotted yellow line serves as a median. No sidewalks present in any direction. Bike lane present in both directions. Traffic signals present at the intersection of Palm Dr & Dillon Rd. No stop sign or any traffic signal present at the intersection of Palm Dr & 18th Ave. No school zone present. No driveway density present on both sides.

CVC 22358.6(a) - Round the speed limit to the nearest 5-mph Comments increment from the 85th percentile speed 58 --> 60 CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 60 --> 55 Speed Limit Change Yes
Existing Speed Limit: 60 Recommended Speed Limit: 55
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_024
NB SB EB WB Total
15,758 16,998 0 0 32,756

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 37 23 60 12:00 162 226 388 00:00 01:00 169 66 235
0:15 54 15 69 12:15 214 206 420 01:00 02:00 82 55 137
0:30 37 13 50 12:30 235 244 479 02:00 03:00 65 53 118
0:45 41 15 56 12:45 221 204 425 03:00 04:00 50 159 209
1:00 26 16 42 13:00 232 233 465 04:00 05:00 66 351 417
1:15 22 13 35 13:15 228 216 444 05:00 06:00 190 792 982 1:30 17 14 31 13:30 239 238 477 06:00 07:00 314 1504 1818 1:45 17 12 29 13:45 244 202 446 07:00 08:00 534 1583 2117 2:00 19 9 28 14:00 289 286 575 08:00 09:00 465 1438 1903 2:15 14 10 24 14:15 278 252 530 09:00 10:00 440 1059 1499 2:30 17 12 29 14:30 312 245 557 10:00 11:00 486 899 1385 2:45 15 22 37 14:45 362 304 666 11:00 12:00 730 886 1616 3:00 13 28 41 15:00 340 249 589 12:00 13:00 832 880 1712 3:15 15 30 45 15:15 345 278 623 13:00 14:00 943 889 1832 3:30 6 53 59 15:30 406 237 643 14:00 15:00 1241 1087 2328 3:45 16 48 64 15:45 384 244 628 15:00 16:00 1475 1008 2483 4:00 8 57 65 16:00 381 292 673 16:00 17:00 1646 1060 2706 4:15 10 80 90 16:15 446 267 713 17:00 18:00 1675 1005 2680 4:30 17 104 121 16:30 419 270 689 18:00 19:00 1241 712 1953 4:45 31 110 141 16:45 400 231 631 19:00 20:00 821 475 1296 5:00 33 106 139 17:00 419 269 688 20:00 21:00 724 377 1101 5:15 44 175 219 17:15 465 226 691 21:00 22:00 660 301 961 5:30 46 268 314 17:30 402 274 676 22:00 23:00 587 209 796 5:45 67 243 310 17:45 389 236 625 23:00 00:00 322 150 472 6:00 46 311 357 18:00 365 222 587
6:15 60 384 444 18:15 322 174 496 NB SB EB WB TOTAL
6:30 83 422 505 18:30 293 170 463 00:00 to 12:00
6:45 125 387 512 18:45 261 146 407 3591 8845 12436
7:00 130 399 529 19:00 218 134 352 11:00 6:30 6:45
7:15 160 392 552 19:15 195 120 315 730 1600 2118
7:30 118 407 525 19:30 215 126 341 0.903 0.948 0.959
7:45 126 385 511 19:45 193 95 288
8:00 119 398 517 20:00 197 115 312 12:00 to 00:00
8:15 103 350 453 20:15 197 89 286 12167 8153 20320
8:30 117 369 486 20:30 183 97 280 16:30 14:00 16:15
8:45 126 321 447 20:45 147 76 223 1703 1087 2721
9:00 119 280 399 21:00 177 74 251 0.916 0.894 0.954
9:15 107 259 366 21:15 168 72 240
9:30 104 269 373 21:30 165 94 259 07:00 to 09:00
9:45 110 251 361 21:45 150 61 211 999 3021 4020
10:00 95 227 322 22:00 160 62 222 7:00 7:00 7:00
10:15 106 245 351 22:15 166 53 219 534 1583 2117
10:30 129 204 333 22:30 136 50 186 0.834 0.972 0.959
10:45 156 223 379 22:45 125 44 169
11:00 145 236 381 23:00 91 37 128 16:00 to 18:00
11:15 184 214 398 23:15 94 44 138 3321 2065 5386
11:30 202 217 419 23:30 80 32 112 16:30 16:00 16:15
11:45 199 219 418 23:45 57 37 94 1703 1060 2721
TOTALS 3591 8845 0 0 12436 TOTALS 12167 8153 0 0 20320 0.916 0.908 0.954 SPLIT % 29% 71% 0% 0% 38% SPLIT % 60% 40% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Palm Dr Bet Dillon Rd & South City Limit (18th Ave)
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 200
400
600
800
1000
1200
1400
1600
1800
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 60 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 1
40 2
41 1
42 2
43 3
44 4
45 2
46 1
47 2
48 2
49 5
50 6
51 3
52 1
53 1
54 2
55 1
56 57 2
58 2
59 1
60 1
61 2
62 63 2
64 65 1
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 39 - 65 49 mph 58 mph 42 - 51 30 60% 8% / 4 32% / 16

SPEED PARAMETERS
Palm Dr Bet Dillon Rd & South City Limit (18th Ave)
City of Desert Hot Springs
Northbound Spot Speeds
13:00-13:30
2/25/2025
Project #: 25-030009-024
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 60 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 40
41 42
43 1
44 45 1
46 2
47 48 1
49 1
50 5
51 5
52 6
53 3
54 1
55 8
56 6
57 2
58 4
59 60 2
61 62 1
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 38 - 62 53 mph 57 mph 49 - 58 41 82% 12% / 6 6% / 3

SPEED PARAMETERS
Palm Dr Bet Dillon Rd & South City Limit (18th Ave)
City of Desert Hot Springs
Southbound Spot Speeds
13:00-13:30
2/25/2025
Project #: 25-030009-024
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 60 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 1
40 2
41 1
42 2
43 4
44 4
45 3
46 3
47 2
48 3
49 6
50 11
51 8
52 7
53 4
54 3
55 9
56 6
57 4
58 6
59 1
60 3
61 2
62 1
63 2
64 65 1
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 38 - 65 51 mph 58 mph 49 - 58 64 64% 26% / 26 10% / 10

SPEED PARAMETERS
Palm Dr Bet Dillon Rd & South City Limit (18th Ave)
City of Desert Hot Springs
Northbound & Southbound Spot Speeds
13:00-13:30
2/25/2025
Project #: 25-030009-024
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #25
Street: Pierson Blvd
Limits: Hwy 62 to Skyborne Dr
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/26/2025
Posted Speed Limit (mph) 55
# Speed Data Collected 100
85th Percentile (mph) 58
10 mph Pace 45-54
Percent in Pace 66
B. Traffic Factors
Average Daily Traffic (ADT) 1962
Length of Segment (mi.) 1.02
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 7
Accident Rate (Acc/MVM) 1.1
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2/3 lane arterial. Double yellow line serves as median. 2 lanes present on eastbound to westbound direction fromt the intersection of Piearson Blvd & Skyborne Dr till the intersection of Pierson Blvd & Worsely Rd. No sidewalks, and any bike lanes present in any direction. WB & EB right lane pocket present at approach to Worsely Rd. WB left lane pocket present at approach to Skyborne Dr. Stop sign control at all the intersections. No driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 58 --> 60
CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 60 --> 55 Speed Limit Change No
Existing Speed Limit: 55 Recommended Speed Limit: 55
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_025
NB SB EB WB Total
0 0 1,739 1,679 3,418

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 81 9 12:00 26 16 42 00:00 01:00 27 4 31
0:15 61 7 12:15 22 24 46 01:00 02:00 19 11 30
0:30 62 8 12:30 25 32 57 02:00 03:00 9 14 23
0:45 70 7 12:45 20 30 50 03:00 04:00 8 24 32
1:00 84 12 13:00 25 31 56 04:00 05:00 14 48 62
1:15 44 8 13:15 21 21 42 05:00 06:00 40 82 122
1:30 33 6 13:30 17 26 43 06:00 07:00 86 109 195
1:45 40 4 13:45 13 20 33 07:00 08:00 124 118 242
2:00 32 5 14:00 32 29 61 08:00 09:00 81 93 174
2:15 34 7 14:15 35 17 52 09:00 10:00 93 99 192
2:30 26 8 14:30 17 26 43 10:00 11:00 84 102 186
2:45 12 3 14:45 33 28 61 11:00 12:00 91 76 167
3:00 15 6 15:00 33 36 69 12:00 13:00 93 102 195
3:15 14 5 15:15 25 35 60 13:00 14:00 76 98 174
3:30 07 7 15:30 26 20 46 14:00 15:00 117 100 217
3:45 68 14 15:45 35 27 62 15:00 16:00 119 118 237
4:00 15 6 16:00 26 37 63 16:00 17:00 153 133 286
4:15 2 15 17 16:15 49 28 77 17:00 18:00 129 99 228
4:30 4 14 18 16:30 42 30 72 18:00 19:00 98 98 196
4:45 7 14 21 16:45 36 38 74 19:00 20:00 88 46 134
5:00 7 18 25 17:00 30 24 54 20:00 21:00 56 36 92
5:15 8 22 30 17:15 34 25 59 21:00 22:00 62 27 89
5:30 11 26 37 17:30 35 26 61 22:00 23:00 45 24 69
5:45 14 16 30 17:45 30 24 54 23:00 00:00 27 18 45
6:00 13 27 40 18:00 32 36 68
6:15 20 23 43 18:15 24 30 54 NB SB EB WB TOTAL
6:30 21 30 51 18:30 19 19 38 00:00 to 12:00
6:45 32 29 61 18:45 23 13 36 676 780 1456
7:00 35 22 57 19:00 29 12 41 6:45 7:15 6:45
7:15 33 29 62 19:15 16 11 27 129 121 244
7:30 29 35 64 19:30 19 16 35 0.921 0.864 0.953
7:45 27 32 59 19:45 24 7 31
8:00 24 25 49 20:00 17 9 26 12:00 to 00:00
8:15 28 18 46 20:15 15 7 22 1063 899 1962
8:30 15 22 37 20:30 11 11 22 16:15 16:00 16:00
8:45 14 28 42 20:45 13 9 22 157 133 286
9:00 20 20 40 21:00 17 7 24 0.801 0.875 0.929
9:15 24 29 53 21:15 19 8 27
9:30 21 29 50 21:30 13 7 20 07:00 to 09:00
9:45 28 21 49 21:45 13 5 18 205 211 416
10:00 20 22 42 22:00 59 14 7:00 7:15 7:00
10:15 33 36 69 22:15 20 7 27 124 121 242
10:30 17 21 38 22:30 11 3 14 0.886 0.864 0.945
10:45 14 23 37 22:45 95 14
11:00 20 26 46 23:00 44 8 16:00 to 18:00
11:15 22 20 42 23:15 77 14 282 232 514
11:30 27 16 43 23:30 10 5 15 16:15 16:00 16:00
11:45 22 14 36 23:45 62 8 157 133 286
TOTALS 0 0 676 780 1456 TOTALS 0 0 1063 899 1962 0.801 0.875 0.929 SPLIT % 0% 0% 46% 54% 43% SPLIT % 0% 0% 54% 46% 57%
Volume
Prepared by National Data & Surveying Services
VOLUME
Pierson Blvd Bet SR 62/29 Palms Hwy & Skyborne Dr
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
180
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 1
44 45 1
46 2
47 4
48 1
49 2
50 5
51 3
52 4
53 2
54 8
55 3
56 3
57 58 6
59 60 1
61 1
62 63
64 2
65 1
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 43 - 65 53 mph 58 mph 49 - 58 36 72% 18% / 9 10% / 5

SPEED PARAMETERS
Pierson Blvd Bet SR 62/29 Palms Hwy & Skyborne Dr
City of Desert Hot Springs
Eastbound Spot Speeds
12:25-13:05
2/26/2025
Project #: 25-030009-025
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 1
42 2
43 1
44 1
45 4
46 2
47 3
48 4
49 3
50 6
51 4
52 3
53 1
54 4
55 2
56 1
57 1
58 3
59 60
61 2
62 63 1
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 40 - 63 50 mph 56 mph 45 - 54 34 68% 12% / 6 20% / 10

SPEED PARAMETERS
Pierson Blvd Bet SR 62/29 Palms Hwy & Skyborne Dr
City of Desert Hot Springs
Westbound Spot Speeds
12:25-13:05
2/26/2025
Project #: 25-030009-025
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 1
42 2
43 2
44 1
45 5
46 4
47 7
48 5
49 5
50 11
51 7
52 7
53 3
54 12
55 5
56 4
57 1
58 9
59 60 1
61 3
62 63 1
64 2
65 1
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 40 - 65 51 mph 58 mph 45 - 54 66 66% 7% / 7 27% / 27

SPEED PARAMETERS
Pierson Blvd Bet SR 62/29 Palms Hwy & Skyborne Dr
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
12:25-13:05
2/26/2025
Project #: 25-030009-025
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #26
Street: Pierson Blvd
Limits: Skyborne Dr to Indian Canyon Dr
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/18/2025
Posted Speed Limit (mph) 55
# Speed Data Collected 100
85th Percentile (mph) 58
10 mph Pace 46-55
Percent in Pace 67
B. Traffic Factors
Average Daily Traffic (ADT) 2954
Length of Segment (mi.) 1.6
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 7
Accident Rate (Acc/MVM) 0.47
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane arterial. Double yellow line serves as median. No sidewalks, and no bike lanes present in any direction. Traffic signal present at the intersection of Pierson Blvd & Karen Ave. All way stop sign control present at the intersection of Pierson Blvd & Indian Canyon Dr. Stop sign control at all the other intersections. EB left turn pocket present at approach to Karen Ave.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 58 --> 60
CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 60 --> 55 Speed Limit Change No
Existing Speed Limit: 55 Recommended Speed Limit: 55
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_026
NB SB EB WB Total
0 0 2,559 2,514 5,073

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 3 14 12:00 40 20 60 00:00 01:00 28 16 44
0:15 54 9 12:15 35 37 72 01:00 02:00 22 12 34
0:30 76 13 12:30 30 35 65 02:00 03:00 10 13 23
0:45 53 8 12:45 41 39 80 03:00 04:00 12 20 32
1:00 11 3 14 13:00 37 32 69 04:00 05:00 22 48 70
1:15 35 8 13:15 34 30 64 05:00 06:00 63 74 137
1:30 13 4 13:30 28 30 58 06:00 07:00 127 105 232
1:45 71 8 13:45 31 32 63 07:00 08:00 252 145 397
2:00 31 4 14:00 39 46 85 08:00 09:00 197 149 346
2:15 45 9 14:15 47 23 70 09:00 10:00 145 140 285
2:30 24 6 14:30 33 42 75 10:00 11:00 127 141 268
2:45 13 4 14:45 41 43 84 11:00 12:00 129 122 251
3:00 43 7 15:00 43 58 101 12:00 13:00 146 131 277
3:15 25 7 15:15 40 38 78 13:00 14:00 130 124 254
3:30 06 6 15:30 41 34 75 14:00 15:00 160 154 314
3:45 66 12 15:45 52 58 110 15:00 16:00 176 188 364
4:00 37 10 16:00 35 47 82 16:00 17:00 160 202 362
4:15 5 17 22 16:15 40 46 86 17:00 18:00 181 217 398
4:30 67 13 16:30 43 49 92 18:00 19:00 123 189 312
4:45 8 17 25 16:45 42 60 102 19:00 20:00 98 97 195
5:00 11 18 29 17:00 43 59 102 20:00 21:00 94 79 173
5:15 7 17 24 17:15 44 58 102 21:00 22:00 69 68 137
5:30 25 26 51 17:30 47 53 100 22:00 23:00 52 51 103
5:45 20 13 33 17:45 47 47 94 23:00 00:00 36 29 65
6:00 26 23 49 18:00 45 69 114
6:15 24 26 50 18:15 29 43 72 NB SB EB WB TOTAL
6:30 29 28 57 18:30 21 43 64 00:00 to 12:00
6:45 48 28 76 18:45 28 34 62 1134 985 2119
7:00 58 38 96 19:00 35 27 62 7:00 8:30 7:00
7:15 69 38 107 19:15 20 28 48 252 166 397
7:30 58 28 86 19:30 21 24 45 0.913 0.755 0.919
7:45 67 41 108 19:45 22 18 40
8:00 48 27 75 20:00 25 18 43 12:00 to 00:00
8:15 57 25 82 20:15 22 24 46 1425 1529 2954
8:30 58 42 100 20:30 26 17 43 17:15 16:45 17:15
8:45 34 55 89 20:45 21 20 41 183 230 410
9:00 35 38 73 21:00 22 21 43 0.973 0.958 0.899
9:15 37 31 68 21:15 17 20 37
9:30 39 36 75 21:30 17 14 31 07:00 to 09:00
9:45 34 35 69 21:45 13 13 26 449 294 743
10:00 30 39 69 22:00 9 13 22 7:00 8:00 7:00
10:15 42 35 77 22:15 19 14 33 252 149 397
10:30 28 30 58 22:30 11 8 19 0.913 0.677 0.919
10:45 27 37 64 22:45 13 16 29
11:00 36 36 72 23:00 64 10 16:00 to 18:00
11:15 26 32 58 23:15 69 15 341 419 760
11:30 35 26 61 23:30 13 12 25 17:00 16:45 16:45
11:45 32 28 60 23:45 11 4 15 181 230 406
TOTALS 0 0 1134 985 2119 TOTALS 0 0 1425 1529 2954 0.963 0.958 0.995 SPLIT % 0% 0% 54% 46% 42% SPLIT % 0% 0% 48% 52% 58%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Pierson Blvd Bet Skyborne Dr & Indian Canyon Dr
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 2
42 43
44 1
45 1
46 2
47 3
48 4
49 2
50 4
51 3
52 3
53 2
54 4
55 4
56 3
57 1
58 3
59 1
60 61
62 1
63 2
64 1
65 66 2
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 40 - 66 52 mph 58 mph 47 - 56 32 64% 14% / 7 22% / 11

SPEED PARAMETERS
Pierson Blvd Bet Skyborne Dr & Indian Canyon Dr
City of Desert Hot Springs
Eastbound Spot Speeds
14:20-14:50
2/18/2025
Project #: 25-030009-026
0 2 4 6
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42 1
43 1
44 2
45 46 2
47 3
48 2
49 2
50 3
51 3
52 4
53 7
54 5
55 5
56 57
58 5
59 1
60 61
62 2
63 64 1
65 1
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 42 - 65 53 mph 58 mph 46 - 55 36 72% 8% / 4 20% / 10

SPEED PARAMETERS
Pierson Blvd Bet Skyborne Dr & Indian Canyon Dr
City of Desert Hot Springs
Westbound Spot Speeds
14:20-14:50
2/18/2025
Project #: 25-030009-026
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40 1
41 2
42 1
43 1
44 3
45 1
46 4
47 6
48 6
49 4
50 7
51 6
52 7
53 9
54 9
55 9
56 3
57 1
58 8
59 2
60 61
62 3
63 2
64 2
65 1
66 2
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 40 - 66 53 mph 58 mph 46 - 55 67 67% 9% / 9 24% / 24

SPEED PARAMETERS
Pierson Blvd Bet Skyborne Dr & Indian Canyon Dr
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
14:20-14:50
2/18/2025
Project #: 25-030009-026
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #27
Street: Pierson Blvd
Limits: Indian Canyon Dr to Little Morongo Rd
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/18/2025
Posted Speed Limit (mph) 50
# Speed Data Collected 105
85th Percentile (mph) 55
10 mph Pace 45-54
Percent in Pace 71
B. Traffic Factors
Average Daily Traffic (ADT) 4073
Length of Segment (mi.) 1
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 2
Accident Rate (Acc/MVM) 0.15
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane arterial. Double yellow line serves as median. No sidewalks, and no bike lanes present in any direction. All way stop sign control present at the intersection of Pierson Blvd & Indian Canyon Dr and also at Pierson Blvd & Little Morongo Rd. Stop sign control at all the other intersections. EB left turn pocket and WB right turn pocket present at appraoch to Word of Life Fellowship Center. WB left turn/through lane and right turn/through lane present at approach to Little Morongo Rd. Medium driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 55 --> 55
CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 55 --> 50 Speed Limit Change No
Existing Speed Limit: 50 Recommended Speed Limit: 50
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_027
NB SB EB WB Total
0 0 3,649 3,513 7,162

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 13 8 21 12:00 37 38 75 00:00 01:00 39 18 57
0:15 14 0 14 12:15 46 46 92 01:00 02:00 25 14 39
0:30 73 10 12:30 48 51 99 02:00 03:00 15 15 30
0:45 57 12 12:45 46 45 91 03:00 04:00 20 23 43
1:00 10 4 14 13:00 49 41 90 04:00 05:00 15 64 79
1:15 64 10 13:15 53 36 89 05:00 06:00 60 115 175
1:30 43 7 13:30 46 45 91 06:00 07:00 137 245 382
1:45 53 8 13:45 55 40 95 07:00 08:00 248 413 661
2:00 52 7 14:00 48 60 108 08:00 09:00 253 273 526
2:15 43 7 14:15 62 29 91 09:00 10:00 205 196 401
2:30 56 11 14:30 55 49 104 10:00 11:00 174 199 373
2:45 14 5 14:45 67 62 129 11:00 12:00 163 160 323
3:00 43 7 15:00 69 71 140 12:00 13:00 177 180 357
3:15 66 12 15:15 61 46 107 13:00 14:00 203 162 365
3:30 25 7 15:30 66 53 119 14:00 15:00 232 200 432
3:45 89 17 15:45 90 73 163 15:00 16:00 286 243 529
4:00 1 11 12 16:00 76 60 136 16:00 17:00 322 215 537
4:15 3 24 27 16:15 95 49 144 17:00 18:00 308 209 517
4:30 2 11 13 16:30 66 53 119 18:00 19:00 230 202 432
4:45 9 18 27 16:45 85 53 138 19:00 20:00 149 121 270
5:00 9 19 28 17:00 75 46 121 20:00 21:00 134 98 232
5:15 8 24 32 17:15 78 55 133 21:00 22:00 108 64 172
5:30 19 48 67 17:30 75 54 129 22:00 23:00 89 49 138
5:45 24 24 48 17:45 80 54 134 23:00 00:00 57 35 92
6:00 22 42 64 18:00 80 75 155
6:15 25 62 87 18:15 57 53 110 NB SB EB WB TOTAL
6:30 40 71 111 18:30 62 37 99 00:00 to 12:00
6:45 50 70 120 18:45 31 37 68 1354 1735 3089
7:00 44 112 156 19:00 56 40 96 7:45 7:00 7:00
7:15 67 118 185 19:15 29 32 61 282 413 661
7:30 61 106 167 19:30 38 26 64 0.870 0.875 0.893
7:45 76 77 153 19:45 26 23 49
8:00 54 69 123 20:00 39 24 63 12:00 to 00:00
8:15 71 58 129 20:15 34 21 55 2295 1778 4073
8:30 81 69 150 20:30 34 21 55 15:30 15:00 15:30
8:45 47 77 124 20:45 27 32 59 327 243 562
9:00 53 63 116 21:00 29 20 49 0.861 0.832 0.862
9:15 63 46 109 21:15 31 13 44
9:30 39 58 97 21:30 26 16 42 07:00 to 09:00
9:45 50 29 79 21:45 22 15 37 501 686 1187
10:00 40 53 93 22:00 19 17 36 7:45 7:00 7:00
10:15 48 50 98 22:15 31 13 44 282 413 661
10:30 48 51 99 22:30 20 7 27 0.870 0.875 0.893
10:45 38 45 83 22:45 19 12 31
11:00 42 40 82 23:00 11 8 19 16:00 to 18:00
11:15 29 41 70 23:15 16 8 24 630 424 1054
11:30 46 44 90 23:30 14 11 25 16:00 16:00 16:00
11:45 46 35 81 23:45 16 8 24 322 215 537
TOTALS 0 0 1354 1735 3089 TOTALS 0 0 2295 1778 4073 0.847 0.896 0.932 SPLIT % 0% 0% 44% 56% 43% SPLIT % 0% 0% 56% 44% 57%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Pierson Blvd Bet Indian Canyon Dr & Little Morongo Rd
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
350
400
450
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 1
40 41 1
42 2
43 1
44 3
45 4
46 3
47 2
48 6
49 2
50 7
51 6
52 3
53 2
54 5
55 1
56 2
57 58 2
59 1
60 61
62 1
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 55 39 - 62 50 mph 54 mph 45 - 54 40 73% 14% / 8 13% / 7

SPEED PARAMETERS
Pierson Blvd Bet Indian Canyon Dr & Little Morongo Rd
City of Desert Hot Springs
Eastbound Spot Speeds
13:25-13:55
2/18/2025
Project #: 25-030009-027
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 1
40 41 1
42 1
43 2
44 1
45 2
46 4
47 4
48 5
49 3
50 6
51 4
52 1
53 5
54 1
55 2
56 57 2
58 2
59 60 2
61 1
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 39 - 61 50 mph 55 mph 44 - 53 35 70% 10% / 5 20% / 10

SPEED PARAMETERS
Pierson Blvd Bet Indian Canyon Dr & Little Morongo Rd
City of Desert Hot Springs
Westbound Spot Speeds
13:25-13:55
2/18/2025
Project #: 25-030009-027
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 2
40 41 2
42 3
43 3
44 4
45 6
46 7
47 6
48 11
49 5
50 13
51 10
52 4
53 7
54 6
55 3
56 2
57 2
58 4
59 1
60 2
61 1
62 1
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 105 39 - 62 50 mph 55 mph 45 - 54 75 71% 13% / 14 16% / 16

SPEED PARAMETERS
Pierson Blvd Bet Indian Canyon Dr & Little Morongo Rd
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
13:25-13:55
2/18/2025
Project #: 25-030009-027
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #28
Street: Pierson Blvd
Limits: Little Morongo Rd to Atlantic/Golden Eagle
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/18/2025
Posted Speed Limit (mph) 50
# Speed Data Collected 105
85th Percentile (mph) 53
10 mph Pace 42-51
Percent in Pace 65
B. Traffic Factors
Average Daily Traffic (ADT) 5360
Length of Segment (mi.) 0.5
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 2
Accident Rate (Acc/MVM) 0.24
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Double yellow line serves as median. No sidewalks present in any direction.

No bike lane facility present in any direction. Traffic signal present at the intersection of Pierson Blvd & Atlantic Ave. All way stop sign control at intersection of Pierson Blvd & Little Morongo Rd. WB right turn lane present at approach to Little Morongo Rd. EB Left turn pocket present at approach to Golden Eagle Way.

No school zone present. No driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 53 --> 55
CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 55 --> 50 Speed Limit Change No
Existing Speed Limit: 50 Recommended Speed Limit: 50
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_028
NB SB EB WB Total
0 0 4,547 4,424 8,971

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 13 6 19 12:00 58 49 107 00:00 01:00 37 16 53
0:15 91 10 12:15 69 67 136 01:00 02:00 23 17 40
0:30 95 14 12:30 63 57 120 02:00 03:00 15 16 31
0:45 64 10 12:45 49 54 103 03:00 04:00 20 22 42
1:00 64 10 13:00 58 45 103 04:00 05:00 13 64 77
1:15 57 12 13:15 71 56 127 05:00 06:00 61 104 165
1:30 52 7 13:30 50 63 113 06:00 07:00 144 226 370
1:45 74 11 13:45 80 53 133 07:00 08:00 299 409 708
2:00 63 9 14:00 69 67 136 08:00 09:00 391 371 762
2:15 44 8 14:15 68 46 114 09:00 10:00 229 221 450
2:30 35 8 14:30 81 85 166 10:00 11:00 222 237 459
2:45 24 6 14:45 78 63 141 11:00 12:00 245 209 454
3:00 64 10 15:00 83 78 161 12:00 13:00 239 227 466
3:15 64 10 15:15 77 60 137 13:00 14:00 259 217 476
3:30 29 11 15:30 111 67 178 14:00 15:00 296 261 557
3:45 65 11 15:45 127 135 262 15:00 16:00 398 340 738
4:00 09 9 16:00 108 128 236 16:00 17:00 378 350 728
4:15 4 19 23 16:15 101 69 170 17:00 18:00 404 288 692
4:30 4 11 15 16:30 87 82 169 18:00 19:00 292 306 598
4:45 5 25 30 16:45 82 71 153 19:00 20:00 185 168 353
5:00 9 20 29 17:00 88 72 160 20:00 21:00 153 147 300
5:15 10 22 32 17:15 107 71 178 21:00 22:00 110 105 215
5:30 18 40 58 17:30 90 70 160 22:00 23:00 80 67 147
5:45 24 22 46 17:45 119 75 194 23:00 00:00 54 36 90
6:00 26 36 62 18:00 95 109 204
6:15 26 49 75 18:15 76 81 157 NB SB EB WB TOTAL
6:30 36 52 88 18:30 66 59 125 00:00 to 12:00
6:45 56 89 145 18:45 55 57 112 1699 1912 3611
7:00 57 93 150 19:00 67 60 127 7:45 6:45 7:45
7:15 78 120 198 19:15 41 38 79 415 419 765
7:30 76 117 193 19:30 50 44 94 0.780 0.873 0.797
7:45 88 79 167 19:45 27 26 53
8:00 84 80 164 20:00 45 38 83 12:00 to 00:00
8:15 110 84 194 20:15 34 44 78 2848 2512 5360
8:30 133 107 240 20:30 44 31 75 15:30 15:45 15:30
8:45 64 100 164 20:45 30 34 64 447 414 846
9:00 49 69 118 21:00 28 33 61 0.880 0.767 0.807
9:15 71 61 132 21:15 30 23 53
9:30 54 57 111 21:30 29 31 60 07:00 to 09:00
9:45 55 34 89 21:45 23 18 41 690 780 1470
10:00 54 57 111 22:00 25 25 50 7:45 7:00 7:45
10:15 52 63 115 22:15 27 19 46 415 409 765
10:30 61 61 122 22:30 12 9 21 0.780 0.852 0.797
10:45 55 56 111 22:45 16 14 30
11:00 66 53 119 23:00 10 8 18 16:00 to 18:00
11:15 47 55 102 23:15 17 14 31 782 638 1420
11:30 64 54 118 23:30 16 8 24 17:00 16:00 16:00
11:45 68 47 115 23:45 11 6 17 404 350 728
TOTALS 0 0 1699 1912 3611 TOTALS 0 0 2848 2512 5360 0.849 0.684 0.771 SPLIT % 0% 0% 47% 53% 40% SPLIT % 0% 0% 53% 47% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Pierson Blvd Bet Little Morongo Rd & Atlantic Ave/Golden Eagle Way 2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 1
35 36 1
37 2
38 2
39 40 4
41 1
42 1
43 4
44 5
45 1
46 6
47 4
48 5
49 4
50 2
51 2
52 2
53 2
54 2
55 2
56 1
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 55 33 - 56 46 mph 52 mph 40 - 49 35 64% 12% / 7 24% / 13

SPEED PARAMETERS
Pierson Blvd Bet Little Morongo Rd & Atlantic Ave/Golden Eagle Way City of Desert Hot Springs
Eastbound Spot Speeds
12:30-13:00
2/18/2025
Project #: 25-030009-028
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 2
38 39 1
40 41 2
42 4
43 1
44 2
45 8
46 2
47 3
48 4
49 3
50 4
51 3
52 1
53 2
54 3
55 3
56 1
57 58 1
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 37 - 58 47 mph 54 mph 42 - 51 34 68% 10% / 5 22% / 11

SPEED PARAMETERS
Pierson Blvd Bet Little Morongo Rd & Atlantic Ave/Golden Eagle Way City of Desert Hot Springs
Westbound Spot Speeds
12:30-13:00
2/18/2025
Project #: 25-030009-028
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 50 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 1
35 36 1
37 4
38 2
39 1
40 4
41 3
42 5
43 5
44 7
45 9
46 8
47 7
48 9
49 7
50 6
51 5
52 3
53 4
54 5
55 5
56 2
57 58 1
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 33 - 58 47 mph 53 mph 42 - 51 68 65% 16% / 17 20% / 20

SPEED PARAMETERS
Pierson Blvd Bet Little Morongo Rd & Atlantic Ave/Golden Eagle Way City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
12:30-13:00
2/18/2025
Project #: 25-030009-028
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #29
Street: Pierson Blvd
Limits: Atlantic /Golden Eagle to West Dr
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/18/2025
Posted Speed Limit (mph) 45
# Speed Data Collected 100
85th Percentile (mph) 45
10 mph Pace 36-45
Percent in Pace 65
B. Traffic Factors
Average Daily Traffic (ADT) 5630
Length of Segment (mi.) 0.5
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 3
Accident Rate (Acc/MVM) 0.35
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Double yellow line and concrete island serves as median. Concrete sidewalks, and bike lane facility present in both directions. No street parking available. Traffic signals present at the intersection of Pierson Blvd & Atlantic Ave, Pierson Blvd & Cholla Dr, and also at Pierson Blvd & West Dr.

Stop sign control present at all the other intersections. WB left turn pocket available at apparoach for Atlantic Ave, for Via Loreto, for Via Real, and for Cholla Dr. EB left turn pocket available at approach for Cholla Dr, and for West Dr. No school zone present. Meidum driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 45 --> 45
Rounding up to the nearest speed limit is same as posted limit so no changes made.

Speed Limit Change No
Existing Speed Limit: 45 Recommended Speed Limit: 45
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_029
NB SB EB WB Total
0 0 4,722 4,728 9,450

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 6 17 12:00 71 46 117 00:00 01:00 35 18 53
0:15 10 2 12 12:15 64 80 144 01:00 02:00 24 16 40
0:30 94 13 12:30 63 51 114 02:00 03:00 16 16 32
0:45 56 11 12:45 49 48 97 03:00 04:00 18 23 41
1:00 73 10 13:00 59 50 109 04:00 05:00 15 55 70
1:15 57 12 13:15 66 55 121 05:00 06:00 65 91 156
1:30 53 8 13:30 56 56 112 06:00 07:00 139 229 368
1:45 73 10 13:45 73 56 129 07:00 08:00 273 415 688
2:00 75 12 14:00 64 69 133 08:00 09:00 384 527 911
2:15 34 7 14:15 58 51 109 09:00 10:00 266 262 528
2:30 44 8 14:30 93 90 183 10:00 11:00 224 247 471
2:45 23 5 14:45 80 89 169 11:00 12:00 239 223 462
3:00 54 9 15:00 76 89 165 12:00 13:00 247 225 472
3:15 65 11 15:15 69 78 147 13:00 14:00 254 217 471
3:30 28 10 15:30 83 106 189 14:00 15:00 295 299 594
3:45 56 11 15:45 174 122 296 15:00 16:00 402 395 797
4:00 07 7 16:00 135 104 239 16:00 17:00 422 327 749
4:15 5 16 21 16:15 94 71 165 17:00 18:00 417 310 727
4:30 6 11 17 16:30 100 72 172 18:00 19:00 371 287 658
4:45 4 21 25 16:45 93 80 173 19:00 20:00 215 179 394
5:00 12 17 29 17:00 91 67 158 20:00 21:00 142 146 288
5:15 11 22 33 17:15 104 77 181 21:00 22:00 117 105 222
5:30 17 34 51 17:30 99 72 171 22:00 23:00 85 78 163
5:45 25 18 43 17:45 123 94 217 23:00 00:00 57 38 95
6:00 26 38 64 18:00 136 101 237
6:15 23 47 70 18:15 108 71 179 NB SB EB WB TOTAL
6:30 36 51 87 18:30 72 52 124 00:00 to 12:00
6:45 54 93 147 18:45 55 63 118 1698 2122 3820
7:00 54 91 145 19:00 67 60 127 8:00 7:45 7:45
7:15 61 119 180 19:15 57 42 99 384 544 913
7:30 70 99 169 19:30 59 46 105 0.787 0.720 0.734
7:45 88 106 194 19:45 32 31 63
8:00 68 91 159 20:00 43 35 78 12:00 to 00:00
8:15 91 158 249 20:15 34 47 81 3024 2606 5630
8:30 122 189 311 20:30 40 28 68 15:45 15:15 15:30
8:45 103 89 192 20:45 25 36 61 503 410 889
9:00 62 83 145 21:00 34 35 69 0.723 0.840 0.751
9:15 79 68 147 21:15 34 23 57
9:30 61 74 135 21:30 27 32 59 07:00 to 09:00
9:45 64 37 101 21:45 22 15 37 657 942 1599
10:00 52 62 114 22:00 31 28 59 8:00 7:45 7:45
10:15 59 58 117 22:15 23 19 42 384 544 913
10:30 52 67 119 22:30 12 12 24 0.787 0.720 0.734
10:45 61 60 121 22:45 19 19 38
11:00 68 62 130 23:00 13 6 19 16:00 to 18:00
11:15 55 52 107 23:15 14 14 28 839 637 1476
11:30 56 54 110 23:30 17 14 31 16:00 16:00 16:00
11:45 60 55 115 23:45 13 4 17 422 327 749
TOTALS 0 0 1698 2122 3820 TOTALS 0 0 3024 2606 5630 0.781 0.786 0.783 SPLIT % 0% 0% 44% 56% 40% SPLIT % 0% 0% 54% 46% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Pierson Blvd Bet Golden Eagle Way/Atlantic Ave & West Dr 2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 3
33 4
34 2
35 3
36 3
37 7
38 1
39 3
40 41 4
42 5
43 3
44 1
45 5
46 1
47 48 1
49 1
50 1
51 52
53 54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 31 - 54 39 mph 45 mph 33 - 42 32 64% 8% / 4 28% / 14

SPEED PARAMETERS
Pierson Blvd Bet Golden Eagle Way/Atlantic Ave & West Dr City of Desert Hot Springs
Eastbound Spot Speeds
12:00-12:30
2/18/2025
Project #: 25-030009-029
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 31 2
32 3
33 2
34 35 1
36 5
37 3
38 3
39 3
40 2
41 5
42 5
43 2
44 3
45 2
46 47 2
48 2
49 50 1
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 28 - 51 39 mph 45 mph 36 - 45 33 66% 22% / 11 12% / 6

SPEED PARAMETERS
Pierson Blvd Bet Golden Eagle Way/Atlantic Ave & West Dr City of Desert Hot Springs
Westbound Spot Speeds
12:00-12:30
2/18/2025
Project #: 25-030009-029
0 2 4 6
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 2
30 31 3
32 6
33 6
34 2
35 4
36 8
37 10
38 4
39 6
40 2
41 9
42 10
43 5
44 4
45 7
46 1
47 2
48 3
49 1
50 2
51 1
52 53
54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 28 - 54 39 mph 45 mph 36 - 45 65 65% 24% / 24 11% / 11

SPEED PARAMETERS
Pierson Blvd Bet Golden Eagle Way/Atlantic Ave & West Dr City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
12:00-12:30
2/18/2025
Project #: 25-030009-029
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #30
Street: Pierson Blvd
Limits: West Dr to Palm Dr
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/26/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 102
85th Percentile (mph) 37
10 mph Pace 28-37
Percent in Pace 79
B. Traffic Factors
Average Daily Traffic (ADT) 4260
Length of Segment (mi.) 0.5
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 4
Accident Rate (Acc/MVM) 0.62
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane arterial. Double yellow line and conrete island serves as median. Concrete sidewalks present in both directions. No bike lane facility, and no street parking available in any direction.

Traffic signals present on the intersection of Pierson Blvd & West Dr, and at Pierson Blvd & Palm Dr.

All way stop sign control present at the intersection of Pierson Blvd & Cactus Dr. WB left turn pocket present at approach to West Dr, and to Cactus Dr. EB left turn pocket present at approach to Cactus Dr, and to Palm Dr. No school zone present. High driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 37 --> 35
Rounding up to the nearest speed limit is same as posted limit so no changes made.

Speed Limit Change No
Existing Speed Limit: 35 Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_030
NB SB EB WB Total
0 0 3,634 3,416 7,050

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 56 11 12:00 53 39 92 00:00 01:00 24 20 44
0:15 63 9 12:15 51 55 106 01:00 02:00 14 12 26
0:30 95 14 12:30 57 44 101 02:00 03:00 22 13 35
0:45 46 10 12:45 55 51 106 03:00 04:00 12 17 29
1:00 44 8 13:00 54 48 102 04:00 05:00 8 15 23
1:15 36 9 13:15 46 42 88 05:00 06:00 47 57 104
1:30 30 3 13:30 50 59 109 06:00 07:00 83 118 201
1:45 42 6 13:45 57 55 112 07:00 08:00 178 252 430
2:00 84 12 14:00 53 49 102 08:00 09:00 271 314 585
2:15 31 4 14:15 53 52 105 09:00 10:00 219 232 451
2:30 24 6 14:30 74 60 134 10:00 11:00 225 218 443
2:45 94 13 14:45 68 47 115 11:00 12:00 212 207 419
3:00 56 11 15:00 53 66 119 12:00 13:00 216 189 405
3:15 44 8 15:15 53 58 111 13:00 14:00 207 204 411
3:30 25 7 15:30 54 77 131 14:00 15:00 248 208 456
3:45 12 3 15:45 132 68 200 15:00 16:00 292 269 561
4:00 22 4 16:00 101 64 165 16:00 17:00 311 234 545
4:15 33 6 16:15 66 50 116 17:00 18:00 265 247 512
4:30 22 4 16:30 76 61 137 18:00 19:00 256 217 473
4:45 18 9 16:45 68 59 127 19:00 20:00 182 134 316
5:00 79 16 17:00 59 60 119 20:00 21:00 130 96 226
5:15 8 12 20 17:15 52 56 108 21:00 22:00 99 70 169
5:30 16 22 38 17:30 76 63 139 22:00 23:00 66 43 109
5:45 16 14 30 17:45 78 68 146 23:00 00:00 47 30 77
6:00 10 13 23 18:00 98 80 178
6:15 21 28 49 18:15 56 58 114 NB SB EB WB TOTAL
6:30 23 32 55 18:30 53 35 88 00:00 to 12:00
6:45 29 45 74 18:45 49 44 93 1315 1475 2790
7:00 30 47 77 19:00 50 46 96 8:30 7:45 8:00
7:15 38 63 101 19:15 48 27 75 272 323 585
7:30 57 69 126 19:30 46 31 77 0.773 0.748 0.926
7:45 53 73 126 19:45 38 30 68
8:00 59 60 119 20:00 44 27 71 12:00 to 00:00
8:15 48 108 156 20:15 39 25 64 2319 1941 4260
8:30 76 82 158 20:30 28 18 46 15:45 15:00 15:45
8:45 88 64 152 20:45 19 26 45 375 269 618
9:00 56 54 110 21:00 28 20 48 0.710 0.873 0.773
9:15 52 68 120 21:15 25 17 42
9:30 54 56 110 21:30 25 21 46 07:00 to 09:00
9:45 57 54 111 21:45 21 12 33 449 566 1015
10:00 56 61 117 22:00 27 11 38 8:00 7:45 8:00
10:15 52 49 101 22:15 11 10 21 271 323 585
10:30 66 68 134 22:30 16 10 26 0.770 0.748 0.926
10:45 51 40 91 22:45 12 12 24
11:00 54 47 101 23:00 10 13 23 16:00 to 18:00
11:15 50 57 107 23:15 10 7 17 576 481 1057
11:30 59 51 110 23:30 13 3 16 16:00 17:00 16:00
11:45 49 52 101 23:45 14 7 21 311 247 545
TOTALS 0 0 1315 1475 2790 TOTALS 0 0 2319 1941 4260 0.770 0.908 0.826 SPLIT % 0% 0% 47% 53% 40% SPLIT % 0% 0% 54% 46% 60%
Volume
Prepared by National Data & Surveying Services
VOLUME
Pierson Blvd Bet West Dr & Palm Dr
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 24
25 2
26 27 1
28 1
29 2
30 2
31 1
32 2
33 12
34 8
35 3
36 6
37 3
38 39 3
40 4
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 52 22 - 41 34 mph 39 mph 31 - 40 42 81% 17% / 9 2% / 1

SPEED PARAMETERS
Pierson Blvd Bet West Dr & Palm Dr
City of Desert Hot Springs
Eastbound Spot Speeds
09:00-09:30
2/26/2025
Project #: 25-030009-030
0 2 4 6 8 10 12 14
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 23
24 1
25 26 3
27 28
29 2
30 3
31 5
32 3
33 6
34 4
35 5
36 10
37 3
38 1
39 40
41 1
42 43 2
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 43 34 mph 36 mph 29 - 38 42 84% 10% / 5 6% / 3

SPEED PARAMETERS
Pierson Blvd Bet West Dr & Palm Dr
City of Desert Hot Springs
Westbound Spot Speeds
09:00-09:30
2/26/2025
Project #: 25-030009-030
0 2 4 6 8 10 12
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 24 1
25 2
26 3
27 1
28 1
29 4
30 5
31 6
32 5
33 18
34 12
35 8
36 16
37 6
38 1
39 3
40 4
41 2
42 43 2
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 21 - 43 34 mph 37 mph 28 - 37 81 79% 8% / 9 12% / 12

SPEED PARAMETERS
Pierson Blvd Bet West Dr & Palm Dr
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
09:00-09:30
2/26/2025
Project #: 25-030009-030
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #31
Street: Pierson Blvd
Limits: Palm Dr to Miracle Hill Rd
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/18/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 100
85th Percentile (mph) 39
10 mph Pace 25-34
Percent in Pace 61
B. Traffic Factors
Average Daily Traffic (ADT) 2145
Length of Segment (mi.) 0.95
Street Classification Arterial
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 2
Accident Rate (Acc/MVM) 0.33
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4/2 lane arterial. Double yellow line and concrete island serves as median. Concrete sidewalks present in both directions. No bike lane facility and no street parking available in any direction. 2 lane corridor starting from the intersection of Pierson Blvd & Verbena Dr. Traffic signal present at the intersection of Pierson Blvd & Palm Dr. All way stop sign control present at the intersection Pierson Blvd & Mesquite Ave, Pierson Blvd & Ocotillo Rd, and at Pierson Blvd & Verbena Dr. WB left turn pocket present at appraoch to Verbena Dr, Mesquite Ave, and to Palm Dr. EB left turn pocket present at approach to Ocotillo Rd, Mesquite Ave, and to Verban Dr. No school present. High driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 39 --> 40
CVC 22358.6(c) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded up from the 85th percentile speed: 40 --> 35 Speed Limit Change No
Existing Speed Limit: 35 Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_031
NB SB EB WB Total
0 0 1,631 1,842 3,473

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 42 6 12:00 18 15 33 00:00 01:00 12 9 21
0:15 52 7 12:15 20 12 32 01:00 02:00 33 6
0:30 33 6 12:30 17 27 44 02:00 03:00 68 14
0:45 02 2 12:45 20 19 39 03:00 04:00 47 11
1:00 10 1 13:00 22 27 49 04:00 05:00 3 13 16
1:15 11 2 13:15 29 25 54 05:00 06:00 15 30 45
1:30 00 0 13:30 21 20 41 06:00 07:00 44 79 123
1:45 12 3 13:45 23 20 43 07:00 08:00 119 186 305
2:00 32 5 14:00 29 29 58 08:00 09:00 108 167 275
2:15 12 3 14:15 34 23 57 09:00 10:00 80 112 192
2:30 11 2 14:30 32 51 83 10:00 11:00 76 84 160
2:45 13 4 14:45 32 38 70 11:00 12:00 69 91 160
3:00 23 5 15:00 26 36 62 12:00 13:00 75 73 148
3:15 12 3 15:15 25 29 54 13:00 14:00 95 92 187
3:30 00 0 15:30 33 41 74 14:00 15:00 127 141 268
3:45 12 3 15:45 56 29 85 15:00 16:00 140 135 275
4:00 12 3 16:00 50 32 82 16:00 17:00 145 121 266
4:15 02 2 16:15 35 27 62 17:00 18:00 111 131 242
4:30 03 3 16:30 29 35 64 18:00 19:00 131 121 252
4:45 26 8 16:45 31 27 58 19:00 20:00 83 77 160
5:00 16 7 17:00 19 30 49 20:00 21:00 80 55 135
5:15 19 10 17:15 23 29 52 21:00 22:00 53 45 98
5:30 55 10 17:30 36 30 66 22:00 23:00 30 43 73
5:45 8 10 18 17:45 33 42 75 23:00 00:00 22 19 41
6:00 6 13 19 18:00 44 39 83
6:15 9 12 21 18:15 38 28 66 NB SB EB WB TOTAL
6:30 12 33 45 18:30 24 30 54 00:00 to 12:00
6:45 17 21 38 18:45 25 24 49 539 789 1328
7:00 18 31 49 19:00 30 32 62 7:15 7:30 7:15
7:15 28 50 78 19:15 18 14 32 129 198 324
7:30 40 55 95 19:30 20 17 37 0.806 0.900 0.853
7:45 33 50 83 19:45 15 14 29
8:00 28 40 68 20:00 21 13 34 12:00 to 00:00
8:15 15 53 68 20:15 15 13 28 1092 1053 2145
8:30 35 39 74 20:30 23 16 39 15:30 14:30 15:30
8:45 30 35 65 20:45 21 13 34 174 154 303
9:00 22 27 49 21:00 19 11 30 0.777 0.755 0.891
9:15 20 39 59 21:15 7 15 22
9:30 20 22 42 21:30 10 9 19 07:00 to 09:00
9:45 18 24 42 21:45 17 10 27 227 353 580
10:00 22 29 51 22:00 8 15 23 7:15 7:30 7:15
10:15 13 21 34 22:15 10 9 19 129 198 324
10:30 19 16 35 22:30 5 10 15 0.806 0.900 0.853
10:45 22 18 40 22:45 79 16
11:00 17 19 36 23:00 59 14 16:00 to 18:00
11:15 17 23 40 23:15 43 7 256 252 508
11:30 16 28 44 23:30 45 9 16:00 17:00 16:00
11:45 19 21 40 23:45 92 11 145 131 266
TOTALS 0 0 539 789 1328 TOTALS 0 0 1092 1053 2145 0.725 0.780 0.811 SPLIT % 0% 0% 41% 59% 38% SPLIT % 0% 0% 51% 49% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Pierson Blvd Bet Palm Dr & Miracle Hill Rd
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
180
200
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 1
24 3
25 3
26 1
27 4
28 1
29 4
30 31 3
32 3
33 4
34 4
35 1
36 2
37 1
38 39 2
40 4
41 3
42 43 3
44 45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 21 - 45 32 mph 40 mph 25 - 34 27 54% 12% / 6 34% / 17

SPEED PARAMETERS
Pierson Blvd Bet Palm Dr & Miracle Hill Rd
City of Desert Hot Springs
Eastbound Spot Speeds
09:05-09:40
2/18/2025
Project #: 25-030009-031
0 2 4 6
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 2
25 2
26 1
27 4
28 6
29 3
30 2
31 6
32 3
33 4
34 3
35 3
36 1
37 3
38 2
39 2
40 1
41 42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 43 31 mph 37 mph 26 - 35 35 70% 8% / 4 22% / 11

SPEED PARAMETERS
Pierson Blvd Bet Palm Dr & Miracle Hill Rd
City of Desert Hot Springs
Westbound Spot Speeds
09:05-09:40
2/18/2025
Project #: 25-030009-031
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 1
23 1
24 5
25 5
26 2
27 8
28 7
29 7
30 2
31 9
32 6
33 8
34 7
35 4
36 3
37 4
38 2
39 4
40 5
41 3
42 1
43 4
44 45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 45 32 mph 39 mph 25 - 34 61 61% 8% / 8 31% / 31

SPEED PARAMETERS
Pierson Blvd Bet Palm Dr & Miracle Hill Rd
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
09:05-09:40
2/18/2025
Project #: 25-030009-031
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #32
Street: Two Bunch Palm Trail
Limits: Little Morongo Rd to West Dr
Direction: 2/26/2025
Factors
A. Prevailing Speed Data
Date/Location of Survey EB/WB
Posted Speed Limit (mph) 45
# Speed Data Collected 110
85th Percentile (mph) 51
10 mph Pace 42-51
Percent in Pace 68
B. Traffic Factors
Average Daily Traffic (ADT) 3788
Length of Segment (mi.) 1.00
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 7
Accident Rate (Acc/MVM) 0.59
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Commercial, residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. No sidewalks, and no bike lane facility present in any direction. All way stop sign control at the intersection of Two Bunch Palms Trail & Little Morongo Rd, and at Two Bunch Palms Trail & West Dr. Stop sign control present at all the other intersections.

EB right lane present at approach to West Dr. No school zone present. Less driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 51 --> 50
CVC 22358.6(b) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded down from the 85th percentile speed: 50 --> 45 Speed Limit Change No
Existing Speed Limit: 45 Recommended Speed Limit: 45
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_032
NB SB EB WB Total
0 0 3,397 3,105 6,502

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 4 10 14 12:00 46 34 80 00:00 01:00 17 20 37
0:15 53 8 12:15 39 46 85 01:00 02:00 12 10 22
0:30 23 5 12:30 47 40 87 02:00 03:00 12 9 21
0:45 64 10 12:45 54 36 90 03:00 04:00 11 13 24
1:00 43 7 13:00 29 43 72 04:00 05:00 21 31 52
1:15 24 6 13:15 50 33 83 05:00 06:00 107 86 193
1:30 41 5 13:30 36 29 65 06:00 07:00 121 207 328
1:45 22 4 13:45 45 39 84 07:00 08:00 245 418 663
2:00 20 2 14:00 54 49 103 08:00 09:00 163 231 394
2:15 44 8 14:15 85 47 132 09:00 10:00 185 171 356
2:30 33 6 14:30 83 107 190 10:00 11:00 153 147 300
2:45 32 5 14:45 72 60 132 11:00 12:00 165 159 324
3:00 14 5 15:00 67 68 135 12:00 13:00 186 156 342
3:15 42 6 15:15 74 45 119 13:00 14:00 160 144 304
3:30 24 6 15:30 83 52 135 14:00 15:00 294 263 557
3:45 43 7 15:45 68 60 128 15:00 16:00 292 225 517
4:00 25 7 16:00 81 54 135 16:00 17:00 324 205 529
4:15 36 9 16:15 65 56 121 17:00 18:00 329 158 487
4:30 75 12 16:30 107 54 161 18:00 19:00 217 136 353
4:45 9 15 24 16:45 71 41 112 19:00 20:00 125 106 231
5:00 13 14 27 17:00 79 43 122 20:00 21:00 87 76 163
5:15 20 22 42 17:15 95 42 137 21:00 22:00 92 52 144
5:30 30 17 47 17:30 80 37 117 22:00 23:00 45 35 80
5:45 44 33 77 17:45 75 36 111 23:00 00:00 34 47 81
6:00 19 37 56 18:00 62 38 100
6:15 26 39 65 18:15 50 32 82 NB SB EB WB TOTAL
6:30 37 54 91 18:30 51 35 86 00:00 to 12:00
6:45 39 77 116 18:45 54 31 85 1212 1502 2714
7:00 54 94 148 19:00 26 30 56 7:00 7:00 7:00
7:15 66 110 176 19:15 36 34 70 245 418 663
7:30 65 130 195 19:30 33 17 50 0.928 0.804 0.850
7:45 60 84 144 19:45 30 25 55
8:00 44 72 116 20:00 25 27 52 12:00 to 00:00
8:15 34 56 90 20:15 26 14 40 2185 1603 3788
8:30 37 52 89 20:30 21 10 31 16:30 14:15 14:15
8:45 48 51 99 20:45 15 25 40 352 282 589
9:00 57 38 95 21:00 30 13 43 0.822 0.659 0.775
9:15 48 35 83 21:15 24 9 33
9:30 33 41 74 21:30 24 15 39 07:00 to 09:00
9:45 47 57 104 21:45 14 15 29 408 649 1057
10:00 37 44 81 22:00 13 13 26 7:00 7:00 7:00
10:15 32 32 64 22:15 96 15 245 418 663
10:30 33 34 67 22:30 99 18 0.928 0.804 0.850
10:45 51 37 88 22:45 14 7 21
11:00 50 38 88 23:00 11 10 21 16:00 to 18:00
11:15 37 40 77 23:15 56 11 653 363 1016
11:30 41 40 81 23:30 8 19 27 16:30 16:00 16:30
11:45 37 41 78 23:45 10 12 22 352 205 532
TOTALS 0 0 1212 1502 2714 TOTALS 0 0 2185 1603 3788 0.822 0.915 0.826 SPLIT % 0% 0% 45% 55% 42% SPLIT % 0% 0% 58% 42% 58%
Volume
Prepared by National Data & Surveying Services
VOLUME
Two Bunch Palms Trail Bet Little Morongo Rd & West Dr
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
350
400
450
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35 1
36 1
37 2
38 2
39 3
40 4
41 3
42 4
43 3
44 4
45 4
46 3
47 2
48 5
49 4
50 3
51 1
52 1
53 2
54 1
55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 55 33 - 55 44 mph 50 mph 40 - 49 36 65% 18% / 10 17% / 9

SPEED PARAMETERS
Two Bunch Palms Trail Bet Little Morongo Rd & West Dr
City of Desert Hot Springs
Eastbound Spot Speeds
10:40-11:30
2/26/2025
Project #: 25-030009-032
0 2 4 6
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 1
39 2
40 1
41 1
42 5
43 5
44 6
45 4
46 2
47 5
48 2
49 6
50 3
51 4
52 4
53 2
54 1
55 1
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 55 38 - 55 47 mph 51 mph 42 - 51 42 76% 9% / 5 15% / 8

SPEED PARAMETERS
Two Bunch Palms Trail Bet Little Morongo Rd & West Dr
City of Desert Hot Springs
Westbound Spot Speeds
10:40-11:30
2/26/2025
Project #: 25-030009-032
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 45 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 35 1
36 1
37 2
38 3
39 5
40 5
41 4
42 9
43 8
44 10
45 8
46 5
47 7
48 7
49 10
50 6
51 5
52 5
53 4
54 2
55 2
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 33 - 55 45 mph 51 mph 42 - 51 75 68% 20% / 22 12% / 13

SPEED PARAMETERS
Two Bunch Palms Trail Bet Little Morongo Rd & West Dr
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
10:40-11:30
2/26/2025
Project #: 25-030009-032
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #33
Street: Two Bunch Palm Trail
Limits: West Dr to Palm Dr
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/26/2025
Posted Speed Limit (mph) 40
# Speed Data Collected 110
85th Percentile (mph) 40
10 mph Pace 28-37
Percent in Pace 75
B. Traffic Factors
Average Daily Traffic (ADT) 6899
Length of Segment (mi.) 0.5
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 4
Accident Rate (Acc/MVM) 0.38
Statewide Average Accident Rate 1.33

D. Roadway Conditions
Adjacent Land Use Commercial, residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 4 lane collector. Left turn lane with solid and dotted yellow line serves as median. Concrete sidewalks present in both directions. No bike lane facility and no street parking available in any direction.

Traffic signal present at the intersection of Two Bunch Palm Trails & Palm Dr. All way stop sign control present at the intersection of Two Bunch Palm Trail & Cactus Dr, and at Two Bunch Palm Trail & West Dr.

WB left turn and EB left turn pockets present at all the intersection because of the presence of left turning lane. No school zone present. High driveway density.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 40 --> 40
Rounding up to the nearest speed limit is same as posted limit so no changes made.

Speed Limit Change No
Existing Speed Limit: 40 Recommended Speed Limit: 40
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_033
NB SB EB WB Total
0 0 7,062 4,565 11,627

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 14 10 24 12:00 111 71 182 00:00 01:00 34 24 58
0:15 76 13 12:15 82 66 148 01:00 02:00 24 20 44
0:30 74 11 12:30 97 56 153 02:00 03:00 20 12 32
0:45 64 10 12:45 108 68 176 03:00 04:00 38 16 54
1:00 55 10 13:00 89 71 160 04:00 05:00 65 34 99
1:15 58 13 13:15 90 70 160 05:00 06:00 193 131 324
1:30 83 11 13:30 108 62 170 06:00 07:00 400 152 552
1:45 64 10 13:45 89 86 175 07:00 08:00 494 338 832
2:00 32 5 14:00 110 89 199 08:00 09:00 518 286 804
2:15 23 5 14:15 108 84 192 09:00 10:00 410 222 632
2:30 93 12 14:30 121 92 213 10:00 11:00 386 218 604
2:45 64 10 14:45 176 101 277 11:00 12:00 413 280 693
3:00 96 15 15:00 157 80 237 12:00 13:00 398 261 659
3:15 71 8 15:15 124 75 199 13:00 14:00 376 289 665
3:30 13 4 17 15:30 142 93 235 14:00 15:00 515 366 881
3:45 95 14 15:45 146 98 244 15:00 16:00 569 346 915
4:00 20 6 26 16:00 161 88 249 16:00 17:00 513 320 833
4:15 16 4 20 16:15 90 78 168 17:00 18:00 498 292 790
4:30 15 6 21 16:30 121 65 186 18:00 19:00 406 283 689
4:45 14 18 32 16:45 141 89 230 19:00 20:00 260 222 482
5:00 26 25 51 17:00 115 72 187 20:00 21:00 200 161 361
5:15 41 22 63 17:15 109 63 172 21:00 22:00 160 142 302
5:30 57 39 96 17:30 145 86 231 22:00 23:00 86 96 182
5:45 69 45 114 17:45 129 71 200 23:00 00:00 86 54 140
6:00 71 22 93 18:00 106 73 179
6:15 111 26 137 18:15 115 69 184 NB SB EB WB TOTAL
6:30 105 35 140 18:30 83 57 140 00:00 to 12:00
6:45 113 69 182 18:45 102 84 186 2995 1733 4728
7:00 118 70 188 19:00 76 62 138 8:15 7:00 7:15
7:15 137 93 230 19:15 75 58 133 520 338 833
7:30 111 92 203 19:30 56 52 108 0.929 0.909 0.905
7:45 128 83 211 19:45 53 50 103
8:00 122 67 189 20:00 48 49 97 12:00 to 00:00
8:15 129 73 202 20:15 55 33 88 4067 2832 6899
8:30 140 69 209 20:30 45 42 87 14:45 14:00 14:45
8:45 127 77 204 20:45 52 37 89 599 366 948
9:00 124 58 182 21:00 53 36 89 0.851 0.906 0.856
9:15 90 54 144 21:15 38 31 69
9:30 93 56 149 21:30 41 39 80 07:00 to 09:00
9:45 103 54 157 21:45 28 36 64 1012 624 1636
10:00 100 58 158 22:00 29 30 59 7:45 7:00 7:15
10:15 103 49 152 22:15 23 24 47 519 338 833
10:30 92 43 135 22:30 19 22 41 0.927 0.909 0.905
10:45 91 68 159 22:45 15 20 35
11:00 112 58 170 23:00 21 12 33 16:00 to 18:00
11:15 91 73 164 23:15 13 19 32 1011 612 1623
11:30 101 76 177 23:30 23 11 34 16:00 16:00 16:00
11:45 109 73 182 23:45 29 12 41 513 320 833
TOTALS 0 0 2995 1733 4728 TOTALS 0 0 4067 2832 6899 0.797 0.899 0.836 SPLIT % 0% 0% 63% 37% 41% SPLIT % 0% 0% 59% 41% 59%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Two Bunch Palms Trail Bet West Dr & Palm Dr
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 100
200
300
400
500
600
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 1
28 1
29 2
30 5
31 3
32 5
33 5
34 4
35 5
36 6
37 2
38 3
39 5
40 41 2
42 2
43 44 2
45 46
47 48
49 2
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 55 27 - 49 35 mph 39 mph 30 - 39 43 78% 7% / 4 15% / 8

SPEED PARAMETERS
Two Bunch Palms Trail Bet West Dr & Palm Dr
City of Desert Hot Springs
Eastbound Spot Speeds
10:25-10:55
2/26/2025
Project #: 25-030009-033
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 1
28 3
29 2
30 5
31 7
32 5
33 6
34 7
35 3
36 3
37 3
38 39
40 3
41 3
42 2
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 55 25 - 43 33 mph 40 mph 28 - 37 44 80% 3% / 2 17% / 9

SPEED PARAMETERS
Two Bunch Palms Trail Bet West Dr & Palm Dr
City of Desert Hot Springs
Westbound Spot Speeds
10:25-10:55
2/26/2025
Project #: 25-030009-033
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27 2
28 4
29 4
30 10
31 10
32 10
33 11
34 11
35 8
36 9
37 5
38 3
39 5
40 3
41 5
42 4
43 1
44 2
45 46
47 48
49 2
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 110 25 - 49 34 mph 40 mph 28 - 37 82 75% 2% / 3 23% / 25

SPEED PARAMETERS
Two Bunch Palms Trail Bet West Dr & Palm Dr
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
10:25-10:55
2/26/2025
Project #: 25-030009-033
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #34
Street: Two Bunch Palm Trail
Limits: Palm Dr to Miracle Hill Rd
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/26/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 104
85th Percentile (mph) 41
10 mph Pace 32-41
Percent in Pace 69
B. Traffic Factors
Average Daily Traffic (ADT) 6825
Length of Segment (mi.) 1.05
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 9
Accident Rate (Acc/MVM) 0.43
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Commercial, residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. Concrete sidewalk present from eastbound to westbound direction throughout and in the opposite direction present till the intersection of Two Bunch Palm Trail & Verbena Dr. Bike Lane facility present in both directions. EB right turn and left turn pocket present at approach to Palm Dr. Traffic signal present at intersection of Two Bunch Palm Trail & Palm Dr. Stop sign control present at all the other intersections. No school zone present. High driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 41 --> 40
CVC 22358.6(b) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded down from the 85th percentile speed: 40 --> 35 Speed Limit Change No
Existing Speed Limit: 35 Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_034
NB SB EB WB Total
0 0 4,882 6,005 10,887

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 87 15 12:00 62 74 136 00:00 01:00 28 25 53
0:15 79 16 12:15 64 93 157 01:00 02:00 26 16 42
0:30 83 11 12:30 83 81 164 02:00 03:00 15 11 26
0:45 56 11 12:45 69 76 145 03:00 04:00 10 33 43
1:00 43 7 13:00 87 86 173 04:00 05:00 18 64 82
1:15 56 11 13:15 70 81 151 05:00 06:00 33 152 185
1:30 11 4 15 13:30 52 109 161 06:00 07:00 96 273 369
1:45 63 9 13:45 77 89 166 07:00 08:00 245 386 631
2:00 20 2 14:00 76 109 185 08:00 09:00 393 457 850
2:15 15 6 14:15 86 103 189 09:00 10:00 248 310 558
2:30 61 7 14:30 92 93 185 10:00 11:00 253 320 573
2:45 65 11 14:45 126 120 246 11:00 12:00 275 375 650
3:00 04 4 15:00 98 126 224 12:00 13:00 278 324 602
3:15 75 12 15:15 110 97 207 13:00 14:00 286 365 651
3:30 3 11 14 15:30 129 129 258 14:00 15:00 380 425 805
3:45 0 13 13 15:45 98 138 236 15:00 16:00 435 490 925
4:00 5 16 21 16:00 103 122 225 16:00 17:00 412 496 908
4:15 3 11 14 16:15 101 112 213 17:00 18:00 415 425 840
4:30 4 13 17 16:30 108 121 229 18:00 19:00 344 381 725
4:45 6 24 30 16:45 100 141 241 19:00 20:00 208 257 465
5:00 3 19 22 17:00 116 109 225 20:00 21:00 166 156 322
5:15 4 34 38 17:15 94 100 194 21:00 22:00 155 132 287
5:30 7 40 47 17:30 104 113 217 22:00 23:00 109 86 195
5:45 19 59 78 17:45 101 103 204 23:00 00:00 54 46 100
6:00 22 57 79 18:00 91 110 201
6:15 23 63 86 18:15 87 91 178 NB SB EB WB TOTAL
6:30 20 76 96 18:30 76 83 159 00:00 to 12:00
6:45 31 77 108 18:45 90 97 187 1640 2422 4062
7:00 52 96 148 19:00 56 67 123 7:45 8:00 8:00
7:15 57 111 168 19:15 53 74 127 395 457 850
7:30 61 89 150 19:30 50 65 115 0.830 0.929 0.904
7:45 75 90 165 19:45 49 51 100
8:00 86 101 187 20:00 51 44 95 12:00 to 00:00
8:15 119 113 232 20:15 36 31 67 3242 3583 6825
8:30 115 120 235 20:30 35 42 77 14:45 15:30 14:45
8:45 73 123 196 20:45 44 39 83 463 501 935
9:00 74 75 149 21:00 42 38 80 0.897 0.908 0.906
9:15 62 72 134 21:15 33 23 56
9:30 57 79 136 21:30 39 42 81 07:00 to 09:00
9:45 55 84 139 21:45 41 29 70 638 843 1481
10:00 64 80 144 22:00 30 25 55 7:45 8:00 8:00
10:15 47 75 122 22:15 28 20 48 395 457 850
10:30 77 81 158 22:30 28 22 50 0.830 0.929 0.904
10:45 65 84 149 22:45 23 19 42
11:00 72 88 160 23:00 15 10 25 16:00 to 18:00
11:15 56 89 145 23:15 6 13 19 827 921 1748
11:30 73 97 170 23:30 19 12 31 16:15 16:00 16:00
11:45 74 101 175 23:45 14 11 25 425 496 908
TOTALS 0 0 1640 2422 4062 TOTALS 0 0 3242 3583 6825 0.916 0.879 0.942 SPLIT % 0% 0% 40% 60% 37% SPLIT % 0% 0% 48% 52% 63%
Volume
Prepared by National Data & Surveying Services
VOLUME
Two Bunch Palms Trail Bet Palm Dr & Miracle Hill Rd
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 100
200
300
400
500
600
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 1
30 1
31 3
32 5
33 4
34 1
35 3
36 8
37 5
38 4
39 4
40 3
41 4
42 3
43 3
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 54 29 - 45 37 mph 41 mph 32 - 41 41 76% 9% / 5 15% / 8

SPEED PARAMETERS
Two Bunch Palms Trail Bet Palm Dr & Miracle Hill Rd
City of Desert Hot Springs
Eastbound Spot Speeds
13:25-13:55
2/26/2025
Project #: 25-030009-034
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 3
29 3
30 5
31 1
32 3
33 3
34 4
35 1
36 4
37 6
38 3
39 3
40 1
41 3
42 4
43 2
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 28 - 44 36 mph 41 mph 28 - 37 33 66% 0% / 0 34% / 17

SPEED PARAMETERS
Two Bunch Palms Trail Bet Palm Dr & Miracle Hill Rd
City of Desert Hot Springs
Westbound Spot Speeds
13:25-13:55
2/26/2025
Project #: 25-030009-034
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 3
29 4
30 6
31 4
32 8
33 7
34 5
35 4
36 12
37 11
38 7
39 7
40 4
41 7
42 7
43 5
44 2
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 104 28 - 45 36 mph 41 mph 32 - 41 72 69% 16% / 17 15% / 15

SPEED PARAMETERS
Two Bunch Palms Trail Bet Palm Dr & Miracle Hill Rd
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
13:25-13:55
2/26/2025
Project #: 25-030009-034
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #35
Street: West Dr
Limits: Mission Lake Blvd to Pierson Blvd
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/27/2025
Posted Speed Limit (mph) 30
# Speed Data Collected 100
85th Percentile (mph) 37
10 mph Pace 25-34
Percent in Pace 66
B. Traffic Factors
Average Daily Traffic (ADT) 1973
Length of Segment (mi.) 1.01
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 5
Accident Rate (Acc/MVM) 0.79
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Commercial, residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. Concrete sidewalks and bike lane facility present in both directions. No street parking available in any direction. Traffic signal present at the intersection of West Dr & Pierson Blvd. All way stop control present at the intersection of West Dr & Mission Lakes Blvd, West Dr & 8th St, and at West Dr & 4th St. Stop sign control present at all the other intesections.

School present on SW direction between 4th St & 2nd St. High driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 37 --> 35
CVC 22358.6(b) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded down from the 85th percentile speed: 35 --> 30 Speed Limit Change No
Existing Speed Limit: 30 Recommended Speed Limit: 30
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_035
NB SB EB WB Total
1,619 1,807 0 0 3,426

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 32 5 12:00 17 14 31 00:00 01:00 97 16
0:15 11 2 12:15 11 17 28 01:00 02:00 63 9
0:30 30 3 12:30 13 15 28 02:00 03:00 51 6
0:45 24 6 12:45 25 17 42 03:00 04:00 25 7
1:00 21 3 13:00 19 16 35 04:00 05:00 6 10 16
1:15 11 2 13:15 10 17 27 05:00 06:00 17 9 26
1:30 21 3 13:30 20 20 40 06:00 07:00 34 57 91
1:45 10 1 13:45 21 16 37 07:00 08:00 230 222 452
2:00 00 0 14:00 27 24 51 08:00 09:00 204 252 456
2:15 31 4 14:15 32 16 48 09:00 10:00 63 86 149
2:30 20 2 14:30 39 68 107 10:00 11:00 53 58 111
2:45 00 0 14:45 41 64 105 11:00 12:00 57 57 114
3:00 03 3 15:00 37 25 62 12:00 13:00 66 63 129
3:15 10 1 15:15 53 36 89 13:00 14:00 70 69 139
3:30 01 1 15:30 67 97 164 14:00 15:00 139 172 311
3:45 11 2 15:45 51 82 133 15:00 16:00 208 240 448
4:00 02 2 16:00 31 40 71 16:00 17:00 132 133 265
4:15 23 5 16:15 24 25 49 17:00 18:00 97 142 239
4:30 20 2 16:30 40 29 69 18:00 19:00 77 79 156
4:45 25 7 16:45 37 39 76 19:00 20:00 46 43 89
5:00 40 4 17:00 26 32 58 20:00 21:00 42 27 69
5:15 72 9 17:15 26 28 54 21:00 22:00 27 38 65
5:30 24 6 17:30 23 48 71 22:00 23:00 20 23 43
5:45 43 7 17:45 22 34 56 23:00 00:00 9 11 20
6:00 6 10 16 18:00 25 24 49
6:15 4 10 14 18:15 21 23 44 NB SB EB WB TOTAL
6:30 11 16 27 18:30 17 16 33 00:00 to 12:00
6:45 13 21 34 18:45 14 16 30 686 767 1453
7:00 44 25 69 19:00 13 11 24 7:00 7:45 7:45
7:15 70 37 107 19:15 11 10 21 230 281 496
7:30 78 85 163 19:30 13 10 23 0.737 0.669 0.667
7:45 38 75 113 19:45 9 12 21
8:00 33 31 64 20:00 97 16 12:00 to 00:00
8:15 63 70 133 20:15 13 12 25 933 1040 1973
8:30 81 105 186 20:30 11 5 16 15:00 15:15 15:15
8:45 27 46 73 20:45 93 12 208 255 457
9:00 17 27 44 21:00 10 12 22 0.776 0.657 0.697
9:15 20 24 44 21:15 38 11
9:30 12 17 29 21:30 10 10 20 07:00 to 09:00
9:45 14 18 32 21:45 48 12 434 474 908
10:00 18 14 32 22:00 45 9 7:00 7:45 7:45
10:15 10 12 22 22:15 96 15 230 281 496
10:30 9 23 32 22:30 29 11 0.737 0.669 0.667
10:45 16 9 25 22:45 53 8
11:00 10 12 22 23:00 23 5 16:00 to 18:00
11:15 9 11 20 23:15 42 6 229 275 504
11:30 18 18 36 23:30 35 8 16:00 16:45 16:00
11:45 20 16 36 23:45 01 1 132 147 265
TOTALS 686 767 0 0 1453 TOTALS 933 1040 0 0 1973 0.825 0.766 0.872 SPLIT % 47% 53% 0% 0% 42% SPLIT % 47% 53% 0% 0% 58%
Volume
Prepared by National Data & Surveying Services
VOLUME
West Dr Bet Mission Lakes Blvd & Pierson Blvd
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 4
24 2
25 3
26 5
27 1
28 2
29 2
30 3
31 3
32 5
33 3
34 2
35 2
36 3
37 4
38 4
39 1
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 23 - 40 31 mph 37 mph 29 - 38 31 62% 34% / 17 4% / 2

SPEED PARAMETERS
West Dr Bet Mission Lakes Blvd & Pierson Blvd
City of Desert Hot Springs
Northbound Spot Speeds
11:25-12:35
2/27/2025
Project #: 25-030009-035
0 2 4 6
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 25 2
26 4
27 7
28 2
29 4
30 4
31 1
32 3
33 5
34 5
35 2
36 1
37 3
38 2
39 2
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 22 - 40 30 mph 37 mph 25 - 34 37 74% 4% / 2 22% / 11

SPEED PARAMETERS
West Dr Bet Mission Lakes Blvd & Pierson Blvd
City of Desert Hot Springs
Southbound Spot Speeds
11:25-12:35
2/27/2025
Project #: 25-030009-035
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 5
24 2
25 5
26 9
27 8
28 4
29 6
30 7
31 4
32 8
33 8
34 7
35 4
36 4
37 7
38 6
39 3
40 2
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 22 - 40 31 mph 37 mph 25 - 34 66 66% 8% / 8 26% / 26

SPEED PARAMETERS
West Dr Bet Mission Lakes Blvd & Pierson Blvd
City of Desert Hot Springs
Northbound & Southbound Spot Speeds
11:25-12:35
2/27/2025
Project #: 25-030009-035
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #36
Street: West Dr
Limits: Pierson Blvd to Two Bunch Palm Trails
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/26/2025
Posted Speed Limit (mph) 35
# Speed Data Collected 115
85th Percentile (mph) 37
10 mph Pace 29-38
Percent in Pace 79
B. Traffic Factors
Average Daily Traffic (ADT) 2079
Length of Segment (mi.) 1.01
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 8
Accident Rate (Acc/MVM) 1.25
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Commercial, residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. Concrete sidewalks present in both directions. No bike lane facility and no street parking available in any direction. Traffic signal present at the intersection of West Dr & Pierson Blvd. All way stop control present at the intersection of West Dr & Hacienda Ave, West Dr & Ironwood Dr, and at West Dr & Two Bunch Palm Trail. NB left turn pocket present at approach to Pierson Blvd. No school zone present. High driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 37 --> 35
Rounding up to the nearest speed limit is same as posted limit so no changes made.

Speed Limit Change No
Existing Speed Limit: 35 Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_036
NB SB EB WB Total
1,471 1,998 0 0 3,469

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 65 11 12:00 14 18 32 00:00 01:00 10 8 18
0:15 10 1 12:15 18 24 42 01:00 02:00 54 9
0:30 21 3 12:30 11 14 25 02:00 03:00 24 6
0:45 12 3 12:45 21 27 48 03:00 04:00 1 12 13
1:00 31 4 13:00 21 22 43 04:00 05:00 0 18 18
1:15 11 2 13:15 16 34 50 05:00 06:00 6 50 56
1:30 01 1 13:30 19 27 46 06:00 07:00 26 98 124
1:45 11 2 13:45 24 26 50 07:00 08:00 132 213 345
2:00 22 4 14:00 18 31 49 08:00 09:00 127 191 318
2:15 01 1 14:15 20 41 61 09:00 10:00 51 94 145
2:30 00 0 14:30 43 56 99 10:00 11:00 62 86 148
2:45 01 1 14:45 58 45 103 11:00 12:00 82 108 190
3:00 13 4 15:00 39 44 83 12:00 13:00 64 83 147
3:15 01 1 15:15 35 22 57 13:00 14:00 80 109 189
3:30 07 7 15:30 35 29 64 14:00 15:00 139 173 312
3:45 01 1 15:45 43 73 116 15:00 16:00 152 168 320
4:00 05 5 16:00 35 54 89 16:00 17:00 119 144 263
4:15 07 7 16:15 17 27 44 17:00 18:00 130 120 250
4:30 06 6 16:30 29 38 67 18:00 19:00 91 130 221
4:45 00 0 16:45 38 25 63 19:00 20:00 76 64 140
5:00 17 8 17:00 33 26 59 20:00 21:00 49 48 97
5:15 29 11 17:15 32 33 65 21:00 22:00 33 41 74
5:30 3 16 19 17:30 30 37 67 22:00 23:00 22 18 40
5:45 0 18 18 17:45 35 24 59 23:00 00:00 12 14 26
6:00 4 14 18 18:00 24 42 66
6:15 1 23 24 18:15 24 38 62 NB SB EB WB TOTAL
6:30 6 27 33 18:30 12 25 37 00:00 to 12:00
6:45 15 34 49 18:45 31 25 56 504 886 1390
7:00 23 55 78 19:00 25 18 43 7:15 7:00 7:15
7:15 41 65 106 19:15 26 23 49 147 213 356
7:30 39 46 85 19:30 10 8 18 0.896 0.819 0.840
7:45 29 47 76 19:45 15 15 30
8:00 38 51 89 20:00 13 16 29 12:00 to 00:00
8:15 38 40 78 20:15 16 14 30 967 1112 2079
8:30 34 53 87 20:30 14 13 27 14:30 15:45 14:15
8:45 17 47 64 20:45 65 11 175 192 346
9:00 12 25 37 21:00 8 12 20 0.754 0.658 0.840
9:15 17 24 41 21:15 10 11 21
9:30 11 23 34 21:30 6 12 18 07:00 to 09:00
9:45 11 22 33 21:45 96 15 259 404 663
10:00 15 20 35 22:00 76 13 7:15 7:00 7:15
10:15 17 20 37 22:15 75 12 147 213 356
10:30 12 21 33 22:30 46 10 0.896 0.819 0.840
10:45 18 25 43 22:45 41 5
11:00 24 38 62 23:00 57 12 16:00 to 18:00
11:15 15 20 35 23:15 24 6 249 264 513
11:30 23 24 47 23:30 23 5 16:45 16:00 16:00
11:45 20 26 46 23:45 30 3 133 144 263
TOTALS 504 886 0 0 1390 TOTALS 967 1112 0 0 2079 0.875 0.667 0.739 SPLIT % 36% 64% 0% 0% 40% SPLIT % 47% 53% 0% 0% 60%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
West Dr Bet Pierson Blvd & Two Bunch Palms Trail
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 3
27 5
28 2
29 1
30 5
31 7
32 5
33 3
34 4
35 7
36 2
37 2
38 4
39 1
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 55 25 - 41 32 mph 37 mph 26 - 35 42 76% 1% / 1 22% / 12

SPEED PARAMETERS
West Dr Bet Pierson Blvd & Two Bunch Palms Trail
City of Desert Hot Springs
Northbound Spot Speeds
09:25-10:40
2/26/2025
Project #: 25-030009-036
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 1
27 28 2
29 2
30 5
31 6
32 7
33 5
34 6
35 6
36 5
37 6
38 3
39 2
40 1
41 1
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 60 25 - 42 34 mph 37 mph 29 - 38 51 85% 6% / 4 9% / 5

SPEED PARAMETERS
West Dr Bet Pierson Blvd & Two Bunch Palms Trail
City of Desert Hot Springs
Southbound Spot Speeds
09:25-10:40
2/26/2025
Project #: 25-030009-036
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 4
27 5
28 4
29 3
30 10
31 13
32 12
33 8
34 10
35 13
36 7
37 8
38 7
39 3
40 3
41 2
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 115 25 - 42 33 mph 37 mph 29 - 38 91 79% 13% / 15 8% / 9

SPEED PARAMETERS
West Dr Bet Pierson Blvd & Two Bunch Palms Trail
City of Desert Hot Springs
Northbound & Southbound Spot Speeds
09:25-10:40
2/26/2025
Project #: 25-030009-036
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #37
Street: Worsely Rd
Limits: Pierson Blvd to North City Limits
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/26/2025
Posted Speed Limit (mph) 55
# Speed Data Collected 10
85th Percentile (mph) 51
10 mph Pace 42-51
Percent in Pace 70
B. Traffic Factors
Average Daily Traffic (ADT) 128
Length of Segment (mi.) 2021
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 2
Accident Rate (Acc/MVM) 2.58
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. No sidewalks, no bike lane facility, and no street parking available in any direction. SB right turn and left turn pocket present at approach to Pierson Blvd. Stop sign control at all intersections. No school zone present. No driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 51 --> 50
Speed Limit Change Yes
Existing Speed Limit: 55 Recommended Speed Limit: 50
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_037
NB SB EB WB Total
103 89 0 0 192

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 00 0 12:00 41 5 00:00 01:00 10 1
0:15 00 0 12:15 00 0 01:00 02:00 00 0
0:30 00 0 12:30 21 3 02:00 03:00 21 3
0:45 10 1 12:45 30 3 03:00 04:00 01 1
1:00 00 0 13:00 31 4 04:00 05:00 10 1
1:15 00 0 13:15 11 2 05:00 06:00 03 3
1:30 00 0 13:30 20 2 06:00 07:00 32 5
1:45 00 0 13:45 12 3 07:00 08:00 21 3
2:00 10 1 14:00 30 3 08:00 09:00 33 6
2:15 00 0 14:15 13 4 09:00 10:00 53 8
2:30 10 1 14:30 12 3 10:00 11:00 96 15
2:45 01 1 14:45 2 10 12 11:00 12:00 99 18
3:00 00 0 15:00 44 8 12:00 13:00 92 11
3:15 00 0 15:15 15 6 13:00 14:00 74 11
3:30 00 0 15:30 11 2 14:00 15:00 7 15 22
3:45 01 1 15:45 30 3 15:00 16:00 9 10 19
4:00 10 1 16:00 63 9 16:00 17:00 18 10 28
4:15 00 0 16:15 43 7 17:00 18:00 8 10 18
4:30 00 0 16:30 51 6 18:00 19:00 53 8
4:45 00 0 16:45 33 6 19:00 20:00 15 6
5:00 01 1 17:00 10 1 20:00 21:00 00 0
5:15 01 1 17:15 22 4 21:00 22:00 21 3
5:30 01 1 17:30 45 9 22:00 23:00 00 0
5:45 00 0 17:45 13 4 23:00 00:00 20 2
6:00 10 1 18:00 20 2
6:15 21 3 18:15 31 4 NB SB EB WB TOTAL
6:30 01 1 18:30 01 1 00:00 to 12:00
6:45 00 0 18:45 01 1 35 29 64
7:00 00 0 19:00 01 1 9:45 10:30 10:30
7:15 00 0 19:15 01 1 9 10 18
7:30 10 1 19:30 01 1 0.750 0.625 0.750
7:45 11 2 19:45 12 3
8:00 10 1 20:00 00 0 12:00 to 00:00
8:15 10 1 20:15 00 0 68 60 128
8:30 02 2 20:30 00 0 15:45 14:30 14:30
8:45 11 2 20:45 00 0 18 21 29
9:00 20 2 21:00 10 1 0.750 0.525 0.604
9:15 11 2 21:15 10 1
9:30 11 2 21:30 01 1 07:00 to 09:00
9:45 11 2 21:45 00 0 54 9
10:00 33 6 22:00 00 0 7:30 7:45 7:45
10:15 20 2 22:15 00 0 43 6
10:30 32 5 22:30 00 0 1.000 0.375 0.750
10:45 11 2 22:45 00 0
11:00 23 5 23:00 00 0 16:00 to 18:00
11:15 24 6 23:15 10 1 26 20 46
11:30 32 5 23:30 10 1 16:00 16:00 16:00
11:45 20 2 23:45 00 0 18 10 28
TOTALS 35 29 0 0 64 TOTALS 68 60 0 0 128 0.750 0.833 0.778 SPLIT % 55% 45% 0% 0% 33% SPLIT % 53% 47% 0% 0% 67%
Volume
Prepared by National Data & Surveying Services
VOLUME
Worsely Rd Bet Pierson Blvd & North City Limits (Mission Lakes Blvd) 2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 2
4 6
8 10
12 14
16 18
20 00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 26
27 28
29 30 1
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46 1
47 48
49 50
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 4 24 - 51 30 mph 51 mph 21 - 30 2 50% 0% / 0 50% / 2

SPEED PARAMETERS
Worsely Rd Bet Pierson Blvd & North City Limits (Mission Lakes Blvd) City of Desert Hot Springs
Northbound Spot Speeds
13:10-15:10
2/26/2025
Project #: 25-030009-037
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 33
34 35
36 37
38 39
40 41
42 43
44 1
45 46 1
47 48
49 1
50 1
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 6 31 - 51 46 mph 51 mph 42 - 51 5 83% 16% / 1 0% / 0

SPEED PARAMETERS
Worsely Rd Bet Pierson Blvd & North City Limits (Mission Lakes Blvd) City of Desert Hot Springs
Southbound Spot Speeds
13:10-15:10
2/26/2025
Project #: 25-030009-037
0 2
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 55 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 26
27 28
29 30 1
31 1
32 33
34 35
36 37
38 39
40 41
42 43
44 1
45 46 2
47 48
49 1
50 1
51 2
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 10 24 - 51 46 mph 51 mph 42 - 51 7 70% 30% / 3 0% / 0

SPEED PARAMETERS
Worsely Rd Bet Pierson Blvd & North City Limits (Mission Lakes Blvd) City of Desert Hot Springs
Northbound & Southbound Spot Speeds
13:10-15:10
2/26/2025
Project #: 25-030009-037
0 5
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #38
Street: Little Morongo Rd
Limits: Mission Lake Blvd to Annandale Ave
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/27/2025
Posted Speed Limit (mph) 40
# Speed Data Collected 100
85th Percentile (mph) 46
10 mph Pace 37-46
Percent in Pace 63
B. Traffic Factors
Average Daily Traffic (ADT) 1579
Length of Segment (mi.) 0.85
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 1
Accident Rate (Acc/MVM) 0.25
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. No sidewalks, no bike lane, and no street parking available in any direction. All way stop control present at the intersection of Little Morongo Rd & Mission Lake Blvd, Little Morongo Rd & Augusta Ave, and at Little Morongo Rd & Annandale Ave. Stop sign control present at other intersections.SB left turn pocket present at approach to Mission Lakes Blvd.

No school zone present. Medium driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 46 --> 45
CVC 22358.6(b) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded down from the 85th percentile speed: 45 --> 40 Speed Limit Change No
Existing Speed Limit: 40 Recommended Speed Limit: 40
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_038
NB SB EB WB Total
1,293 1,272 0 0 2,565

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 21 3 12:00 16 18 34 00:00 01:00 53 8
0:15 02 2 12:15 18 20 38 01:00 02:00 22 4
0:30 20 2 12:30 21 33 54 02:00 03:00 33 6
0:45 10 1 12:45 25 21 46 03:00 04:00 12 3
1:00 10 1 13:00 29 20 49 04:00 05:00 06 6
1:15 11 2 13:15 18 19 37 05:00 06:00 15 33 48
1:30 00 0 13:30 25 16 41 06:00 07:00 25 56 81
1:45 01 1 13:45 21 21 42 07:00 08:00 61 93 154
2:00 10 1 14:00 26 24 50 08:00 09:00 69 113 182
2:15 01 1 14:15 19 17 36 09:00 10:00 68 104 172
2:30 11 2 14:30 36 28 64 10:00 11:00 68 81 149
2:45 11 2 14:45 23 26 49 11:00 12:00 72 101 173
3:00 01 1 15:00 32 21 53 12:00 13:00 80 92 172
3:15 00 0 15:15 37 21 58 13:00 14:00 93 76 169
3:30 10 1 15:30 38 36 74 14:00 15:00 104 95 199
3:45 01 1 15:45 31 28 59 15:00 16:00 138 106 244
4:00 01 1 16:00 30 25 55 16:00 17:00 129 72 201
4:15 04 4 16:15 35 26 61 17:00 18:00 99 89 188
4:30 00 0 16:30 38 14 52 18:00 19:00 83 61 144
4:45 01 1 16:45 26 7 33 19:00 20:00 65 38 103
5:00 16 7 17:00 26 21 47 20:00 21:00 46 16 62
5:15 57 12 17:15 24 21 45 21:00 22:00 33 15 48
5:30 18 9 17:30 30 28 58 22:00 23:00 23 11 34
5:45 8 12 20 17:45 19 19 38 23:00 00:00 11 4 15
6:00 3 16 19 18:00 31 16 47
6:15 2 11 13 18:15 23 16 39 NB SB EB WB TOTAL
6:30 6 12 18 18:30 16 12 28 00:00 to 12:00
6:45 14 17 31 18:45 13 17 30 389 597 986
7:00 7 29 36 19:00 19 10 29 10:30 7:45 7:45
7:15 13 20 33 19:15 17 11 28 79 116 192
7:30 21 23 44 19:30 19 5 24 0.823 0.806 0.873
7:45 20 21 41 19:45 10 12 22
8:00 19 36 55 20:00 10 10 20 12:00 to 00:00
8:15 15 29 44 20:15 90 9 904 675 1579
8:30 22 30 52 20:30 15 2 17 15:00 15:30 15:30
8:45 13 18 31 20:45 12 4 16 138 115 249
9:00 16 20 36 21:00 43 7 0.908 0.799 0.841
9:15 19 29 48 21:15 64 10
9:30 16 25 41 21:30 13 5 18 07:00 to 09:00
9:45 17 30 47 21:45 10 3 13 130 206 336
10:00 13 17 30 22:00 74 11 7:45 7:45 7:45
10:15 11 18 29 22:15 93 12 76 116 192
10:30 24 27 51 22:30 72 9 0.864 0.806 0.873
10:45 20 19 39 22:45 02 2
11:00 17 28 45 23:00 30 3 16:00 to 18:00
11:15 18 26 44 23:15 40 4 228 161 389
11:30 16 25 41 23:30 23 5 16:00 17:00 16:00
11:45 21 22 43 23:45 21 3 129 89 201
TOTALS 389 597 0 0 986 TOTALS 904 675 0 0 1579 0.849 0.795 0.824 SPLIT % 39% 61% 0% 0% 38% SPLIT % 57% 43% 0% 0% 62%
Volume
Prepared by National Data & Surveying Services
VOLUME
Little Morongo Rd Bet Mission Lakes Blvd & Annandale Ave 2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 1
31 1
32 1
33 34 1
35 36 3
37 2
38 5
39 2
40 4
41 2
42 2
43 6
44 3
45 3
46 6
47 1
48 3
49 1
50 1
51 52 1
53 54 1
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 30 - 54 43 mph 47 mph 37 - 46 35 70% 14% / 7 16% / 8

SPEED PARAMETERS
Little Morongo Rd Bet Mission Lakes Blvd & Annandale Ave City of Desert Hot Springs
Northbound Spot Speeds
09:45-10:45
2/27/2025
Project #: 25-030009-038
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28 2
29 2
30 31 2
32 1
33 2
34 3
35 1
36 2
37 3
38 2
39 1
40 2
41 2
42 3
43 6
44 4
45 3
46 2
47 48 2
49 1
50 1
51 52
53 1
54 55
56 1
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 26 - 56 41 mph 46 mph 36 - 45 28 56% 28% / 14 16% / 8

SPEED PARAMETERS
Little Morongo Rd Bet Mission Lakes Blvd & Annandale Ave City of Desert Hot Springs
Southbound Spot Speeds
09:45-10:45
2/27/2025
Project #: 25-030009-038
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28 2
29 2
30 1
31 3
32 2
33 2
34 4
35 1
36 5
37 5
38 7
39 3
40 6
41 4
42 5
43 12
44 7
45 6
46 8
47 1
48 5
49 2
50 2
51 52 1
53 1
54 1
55 56 1
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 26 - 56 42 mph 46 mph 37 - 46 63 63% 23% / 23 14% / 14

SPEED PARAMETERS
Little Morongo Rd Bet Mission Lakes Blvd & Annandale Ave City of Desert Hot Springs
Northbound & Southbound Spot Speeds
09:45-10:45
2/27/2025
Project #: 25-030009-038
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #39
Street: Mission Lake Blvd
Limits: West Dr to Verbena Dr
Direction: EB/WB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/19/2025
Posted Speed Limit (mph) 40
# Speed Data Collected 100
85th Percentile (mph) 41
10 mph Pace 32-41
Percent in Pace 67
B. Traffic Factors
Average Daily Traffic (ADT) 2324
Length of Segment (mi.) 1.00
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 1
Accident Rate (Acc/MVM) 0.14
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. No sidewalks, no bike lane, and no street parking available in any direction. All way stop control present at the intersection of Mission Lakes Blvd & West Dr, Mission lakes Blvd & Palm Dr, and at Misison Lakes Blvd & Santa Cruz Rd. Stop sign control at all the other intersections.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 41 --> 40
Rounding up to the nearest speed limit is same as posted limit so no changes made.

Speed Limit Change No
Existing Speed Limit: 40 Recommended Speed Limit: 40
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_039
NB SB EB WB Total
0 0 1,705 2,119 3,824

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 23 5 12:00 24 28 52 00:00 01:00 8 11 19
0:15 33 6 12:15 20 25 45 01:00 02:00 54 9
0:30 02 2 12:30 21 28 49 02:00 03:00 65 11
0:45 33 6 12:45 27 37 64 03:00 04:00 68 14
1:00 12 3 13:00 18 42 60 04:00 05:00 8 17 25
1:15 10 1 13:15 26 30 56 05:00 06:00 16 48 64
1:30 21 3 13:30 28 19 47 06:00 07:00 46 73 119
1:45 11 2 13:45 23 33 56 07:00 08:00 139 263 402
2:00 10 1 14:00 17 39 56 08:00 09:00 136 174 310
2:15 12 3 14:15 25 42 67 09:00 10:00 74 103 177
2:30 22 4 14:30 55 61 116 10:00 11:00 80 88 168
2:45 21 3 14:45 60 37 97 11:00 12:00 89 93 182
3:00 10 1 15:00 30 36 66 12:00 13:00 92 118 210
3:15 22 4 15:15 24 57 81 13:00 14:00 95 124 219
3:30 34 7 15:30 56 61 117 14:00 15:00 157 179 336
3:45 02 2 15:45 67 41 108 15:00 16:00 177 195 372
4:00 14 5 16:00 38 39 77 16:00 17:00 130 132 262
4:15 12 3 16:15 29 38 67 17:00 18:00 135 121 256
4:30 07 7 16:30 32 26 58 18:00 19:00 107 109 216
4:45 64 10 16:45 31 29 60 19:00 20:00 56 76 132
5:00 0 15 15 17:00 41 28 69 20:00 21:00 58 67 125
5:15 58 13 17:15 26 27 53 21:00 22:00 44 57 101
5:30 5 11 16 17:30 36 35 71 22:00 23:00 26 34 60
5:45 6 14 20 17:45 32 31 63 23:00 00:00 15 20 35
6:00 13 15 28 18:00 35 26 61
6:15 7 19 26 18:15 21 25 46 NB SB EB WB TOTAL
6:30 12 14 26 18:30 26 20 46 00:00 to 12:00
6:45 14 25 39 18:45 25 38 63 613 887 1500
7:00 16 47 63 19:00 21 16 37 7:15 7:00 7:15
7:15 39 91 130 19:15 12 19 31 148 263 404
7:30 51 71 122 19:30 9 22 31 0.725 0.723 0.777
7:45 33 54 87 19:45 14 19 33
8:00 25 40 65 20:00 15 13 28 12:00 to 00:00
8:15 27 54 81 20:15 20 22 42 1092 1232 2324
8:30 54 51 105 20:30 15 19 34 15:30 15:15 15:15
8:45 30 29 59 20:45 8 13 21 190 198 383
9:00 17 27 44 21:00 14 12 26 0.709 0.811 0.818
9:15 20 22 42 21:15 9 14 23
9:30 13 28 41 21:30 13 18 31 07:00 to 09:00
9:45 24 26 50 21:45 8 13 21 275 437 712
10:00 18 21 39 22:00 5 10 15 7:15 7:00 7:15
10:15 15 23 38 22:15 6 12 18 148 263 404
10:30 24 25 49 22:30 95 14 0.725 0.723 0.777
10:45 23 19 42 22:45 67 13
11:00 22 25 47 23:00 66 12 16:00 to 18:00
11:15 18 24 42 23:15 43 7 265 253 518
11:30 28 21 49 23:30 18 9 17:00 16:00 16:00
11:45 21 23 44 23:45 43 7 135 132 262
TOTALS 0 0 613 887 1500 TOTALS 0 0 1092 1232 2324 0.823 0.846 0.851 SPLIT % 0% 0% 41% 59% 39% SPLIT % 0% 0% 47% 53% 61%
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Prepared by National Data & Surveying Services
VOLUME
Mission Lakes Blvd Bet West Dr & Verbena Dr
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
0 50
100
150
200
250
300
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

NB SB EB WB
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26 1
27 28 1
29 1
30 3
31 2
32 4
33 5
34 3
35 8
36 5
37 2
38 4
39 2
40 3
41 2
42 2
43 1
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 26 - 44 35 mph 40 mph 30 - 39 38 76% 6% / 3 18% / 9

SPEED PARAMETERS
Mission Lakes Blvd Bet West Dr & Verbena Dr
City of Desert Hot Springs
Eastbound Spot Speeds
12:15-13:25
2/19/2025
Project #: 25-030009-039
0 2 4 6 8 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 1
26 2
27 1
28 1
29 3
30 2
31 32 2
33 3
34 2
35 2
36 37 6
38 2
39 6
40 3
41 3
42 43 5
44 2
45 2
46 47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 50 24 - 47 37 mph 43 mph 32 - 41 29 58% 22% / 11 20% / 10

SPEED PARAMETERS
Mission Lakes Blvd Bet West Dr & Verbena Dr
City of Desert Hot Springs
Westbound Spot Speeds
12:15-13:25
2/19/2025
Project #: 25-030009-039
0 2 4 6 8
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 40 MPH Weather: Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 1
26 3
27 1
28 2
29 4
30 5
31 2
32 6
33 8
34 5
35 10
36 5
37 8
38 6
39 8
40 6
41 5
42 2
43 6
44 3
45 2
46 47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent
in Pace % / # Below Pace % / # Above Pace
ALL 100 24 - 47 36 mph 41 mph 32 - 41 67 67% 19% / 19 14% / 14

SPEED PARAMETERS
Mission Lakes Blvd Bet West Dr & Verbena Dr
City of Desert Hot Springs
Eastbound & Westbound Spot Speeds
12:15-13:25
2/19/2025
Project #: 25-030009-039
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Spe
ed - M
P
H
Number of Vehicles
Item Number: 9.

Segment #40
Street: Mesquite Ave
Limits: Octillo Rd to Yucca Dr
Direction: NB/SB
Factors
A. Prevailing Speed Data
Date/Location of Survey 2/19/2025
Posted Speed Limit (mph) NA
# Speed Data Collected 100
85th Percentile (mph) 42
10 mph Pace 28-37
Percent in Pace 55
B. Traffic Factors
Average Daily Traffic (ADT) 1809
Length of Segment (mi.) 1.73
Street Classification Collector
C. Collision History
Date Range Covered Jan 1, 2018 - Dec 31, 2022
Total Accidents 9
Accident Rate (Acc/MVM) 1.03
Statewide Average Accident Rate 1.07

D. Roadway Conditions
Adjacent Land Use Residential (family house), and open space (vacant) land uses present along the segment.

Roadway Geometrics An undivided 2 lane collector. Double yellow line serves as median. No sidewalks, no bike lane facility, and no street parking available in any direction. All way stop control present at the intersection of Mesquite Ave & Pierson Blvd, Mesquite Ave & Desert View Ave, Mesquite Ave & Hacienda Ave, Mesquite Ave & Ironwood Dr, and at Mesquite Ave & Ocotillo rd. Stop sign control present at all the other Intersections. SB left turn pocket present at approach to Pierson Blvd. No school zone present. High driveway density on both sides.

Comments CVC 22358.6(a) - Round the speed limit to the nearest 5-mph increment from the 85th percentile speed 42 --> 40
CVC 22358.6(b) - Lower the speed limit an additional 5mph from the rounded speed limit if speed limit was initially rounded down from the 85th percentile speed: 40 --> 35 No posted limit for the segment so recommended speed based on the 85th percentile and CVC code is 35mph Speed Limit Change Yes
Existing Speed Limit: NA Recommended Speed Limit: 35
This survey conforms to Section 627 and 40802 of the California Vehicle Code and Section 2B.13 of the California MUTCD and recommends a speed limit appropriate of facilitate the safe and orderly movement of traffic.

Approved and Authorized for release by the City of Desert Hot Springs:

Signed: Signed: Nayan Amin, TE
Title: Title: President, TJKM Transportation Consultants Date: Date:

Item Number: 9.

Day: Tuesday City: Desert Hot Springs
Date: Project #: CA25_030008_040
NB SB EB WB Total
1,389 1,370 0 0 2,759

TIME NB SB EB WB TOTAL TIME NB SB EB WB TOTAL NB SB EB WB TOTAL 0:00 11 2 12:00 18 19 37 00:00 01:00 95 14
0:15 31 4 12:15 17 14 31 01:00 02:00 22 4
0:30 32 5 12:30 15 17 32 02:00 03:00 44 8
0:45 21 3 12:45 22 15 37 03:00 04:00 69 15
1:00 02 2 13:00 19 12 31 04:00 05:00 2 12 14
1:15 10 1 13:15 18 14 32 05:00 06:00 8 34 42
1:30 10 1 13:30 14 20 34 06:00 07:00 26 72 98
1:45 00 0 13:45 25 23 48 07:00 08:00 76 124 200
2:00 12 3 14:00 32 19 51 08:00 09:00 82 105 187
2:15 00 0 14:15 14 23 37 09:00 10:00 63 75 138
2:30 21 3 14:30 23 19 42 10:00 11:00 51 67 118
2:45 11 2 14:45 36 38 74 11:00 12:00 54 58 112
3:00 41 5 15:00 34 17 51 12:00 13:00 72 65 137
3:15 13 4 15:15 31 21 52 13:00 14:00 76 69 145
3:30 04 4 15:30 36 34 70 14:00 15:00 105 99 204
3:45 11 2 15:45 34 30 64 15:00 16:00 135 102 237
4:00 12 3 16:00 33 33 66 16:00 17:00 138 107 245
4:15 01 1 16:15 38 19 57 17:00 18:00 132 86 218
4:30 15 6 16:30 31 33 64 18:00 19:00 103 84 187
4:45 04 4 16:45 36 22 58 19:00 20:00 79 67 146
5:00 48 12 17:00 40 23 63 20:00 21:00 60 51 111
5:15 24 6 17:15 27 22 49 21:00 22:00 48 42 90
5:30 19 10 17:30 30 18 48 22:00 23:00 35 22 57
5:45 1 13 14 17:45 35 23 58 23:00 00:00 23 9 32
6:00 46 10 18:00 17 27 44
6:15 5 19 24 18:15 37 16 53 NB SB EB WB TOTAL
6:30 4 25 29 18:30 21 24 45 00:00 to 12:00
6:45 13 22 35 18:45 28 17 45 383 567 950
7:00 15 32 47 19:00 25 22 47 7:30 7:30 7:30
7:15 20 29 49 19:15 18 18 36 86 125 211
7:30 21 35 56 19:30 20 17 37 0.896 0.868 0.879
7:45 20 28 48 19:45 16 10 26
8:00 21 26 47 20:00 20 19 39 12:00 to 00:00
8:15 24 36 60 20:15 12 6 18 1006 803 1809
8:30 20 25 45 20:30 19 12 31 16:15 15:15 15:30
8:45 17 18 35 20:45 9 14 23 145 118 257
9:00 16 20 36 21:00 10 10 20 0.906 0.868 0.918
9:15 13 15 28 21:15 11 9 20
9:30 14 22 36 21:30 15 14 29 07:00 to 09:00
9:45 20 18 38 21:45 12 9 21 158 229 387
10:00 16 24 40 22:00 10 5 15 7:30 7:30 7:30
10:15 11 19 30 22:15 56 11 86 125 211
10:30 15 8 23 22:30 11 9 20 0.896 0.868 0.879
10:45 9 16 25 22:45 92 11
11:00 17 12 29 23:00 94 13 16:00 to 18:00
11:15 10 14 24 23:15 72 9 270 193 463
11:30 14 12 26 23:30 41 5 16:15 16:00 16:00
11:45 13 20 33 23:45 32 5 145 107 245
TOTALS 383 567 0 0 950 TOTALS 1006 803 0 0 1809 0.906 0.811 0.928 SPLIT % 40% 60% 0% 0% 34% SPLIT % 56% 44% 0% 0% 66%
Volume
Prepared by National Data & Surveying Services
VOLUME
Mesquite Ave Bet Ocotillo Rd & Yucca Dr
2/18/2025

DAILY TOTALS DAILY TOTALS
15-Minutes Interval Hourly Intervals
TIME

STATISTICS
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Peak Hour
Peak Volume
Peak Hour Factor
Peak Hour
Peak Volume
Peak Hour Factor
Peak Period
Volume
0 20
40 60
80 100
120
140
160
00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00