Cities Index.
Agenda packet

Montebello City Council
August 12, 2026

Document
Agenda packet
Meeting
August 12, 2026
Body
Montebello City Council
Pages
1,054
Original file
78.7 MB
Text extracted from the city's file for reading and search. Open the original on montebelloca.api.civicclerk.com. That file is the official record.
Page 1 ends

Union Street Btwn
Greenwood Avenue & Chapin Road

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 19 0 17
12:15 3 40 0 27
12:30 2 34 2 34
12:45 5 29 13 122 0 20 2 98 15 220
01:00 1 20 3 23
01:15 1 35 0 24
01:30 3 26 4 22
01:45 3 22 8 103 0 18 7 87 15 190
02:00 0 18 1 21
02:15 1 32 0 15
02:30 7 50 3 28
02:45 1 27 9 127 1 24 5 88 14 215
03:00 0 17 0 29
03:15 5 33 4 31
03:30 2 39 5 65
03:45 11 17 18 106 4 36 13 161 31 267
04:00 6 14 7 76
04:15 5 18 11 139
04:30 10 58 3 155
04:45 17 27 38 117 6 164 27 534 65 651
05:00 2 14 14 138
05:15 8 12 3 183
05:30 4 18 5 143
05:45 21 14 35 58 11 100 33 564 68 622
06:00 15 13 18 53
06:15 13 10 8 28
06:30 21 13 15 14
06:45 28 14 77 50 19 11 60 106 137 156
07:00 23 7 22 8
07:15 26 8 25 6
07:30 19 4 13 4
07:45 31 5 99 24 31 4 91 22 190 46
08:00 22 8 33 4
08:15 25 4 20 6
08:30 17 7 16 1
08:45 24 2 88 21 21 3 90 14 178 35
09:00 25 1 18 0
09:15 19 7 17 2
09:30 27 4 14 3
09:45 23 7 94 19 19 1 68 6 162 25
10:00 18 5 20 2
10:15 32 9 30 1
10:30 23 2 17 1
10:45 24 0 97 16 15 4 82 8 179 24
11:00 25 1 28 1
11:15 24 0 12 0
11:30 25 0 29 0
11:45 33 0 107 1 20 3 89 4 196 5
Total 683 764 567 1692 1250 2456
Percent 47.2% 52.8% 25.1% 74.9% 33.7% 66.3%
Grand
Total 683 764 567 1692 1250 2456
Percent 47.2% 52.8% 25.1% 74.9% 33.7% 66.3%

ADT ADT 3,706 AADT 3,706

Page 218 of 1054 ends
Page 1 ends

Vail Avenue Btwn
Beverly Boulevard & Whittier Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 28 1 23
12:15 1 22 2 20
12:30 2 24 1 26
12:45 0 29 5 103 1 22 5 91 10 194
01:00 0 20 0 24
01:15 0 18 1 22
01:30 1 29 1 15
01:45 3 20 4 87 0 26 2 87 6 174
02:00 3 33 1 25
02:15 1 33 0 26
02:30 1 34 1 31
02:45 1 35 6 135 2 29 4 111 10 246
03:00 0 36 2 24
03:15 0 30 1 47
03:30 4 44 0 35
03:45 1 29 5 139 6 45 9 151 14 290
04:00 0 44 2 57
04:15 1 39 4 36
04:30 4 35 2 49
04:45 2 41 7 159 7 43 15 185 22 344
05:00 6 35 3 56
05:15 6 47 5 55
05:30 1 31 8 56
05:45 6 31 19 144 9 53 25 220 44 364
06:00 7 40 13 38
06:15 7 46 9 38
06:30 5 40 16 33
06:45 9 24 28 150 23 15 61 124 89 274
07:00 13 27 24 11
07:15 10 25 24 10
07:30 15 18 34 13
07:45 27 13 65 83 59 9 141 43 206 126
08:00 23 4 59 10
08:15 27 11 46 6
08:30 26 12 34 12
08:45 17 11 93 38 27 4 166 32 259 70
09:00 18 7 13 13
09:15 18 7 23 5
09:30 17 5 25 10
09:45 19 8 72 27 14 9 75 37 147 64
10:00 20 6 22 0
10:15 23 1 22 5
10:30 10 7 25 5
10:45 14 5 67 19 21 2 90 12 157 31
11:00 13 4 23 1
11:15 22 4 24 3
11:30 20 1 20 0
11:45 20 4 75 13 19 1 86 5 161 18
Total 446 1097 679 1098 1125 2195
Percent 28.9% 71.1% 38.2% 61.8% 33.9% 66.1%
Grand
Total 446 1097 679 1098 1125 2195
Percent 28.9% 71.1% 38.2% 61.8% 33.9% 66.1%

ADT ADT 3,320 AADT 3,320

Page 219 of 1054 ends
Page 1 ends

Vail Avenue Btwn
Whittier Boulevard & Olympic Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 47 3 52
12:15 4 64 2 54
12:30 2 61 3 67
12:45 2 59 16 231 3 42 11 215 27 446
01:00 5 48 3 68
01:15 2 53 1 60
01:30 5 75 3 46
01:45 4 63 16 239 5 69 12 243 28 482
02:00 5 74 2 68
02:15 3 73 2 63
02:30 5 88 2 79
02:45 4 101 17 336 6 93 12 303 29 639
03:00 5 82 9 83
03:15 5 85 1 115
03:30 10 102 8 126
03:45 6 84 26 353 15 102 33 426 59 779
04:00 4 127 6 118
04:15 4 105 7 91
04:30 4 98 12 104
04:45 7 102 19 432 28 98 53 411 72 843
05:00 14 122 12 128
05:15 16 106 14 128
05:30 7 111 26 114
05:45 15 107 52 446 41 114 93 484 145 930
06:00 21 115 34 131
06:15 19 117 30 92
06:30 15 111 34 66
06:45 23 48 78 391 64 54 162 343 240 734
07:00 27 66 72 43
07:15 41 52 71 44
07:30 54 35 77 31
07:45 62 43 184 196 123 27 343 145 527 341
08:00 86 25 121 29
08:15 98 29 124 31
08:30 55 24 107 38
08:45 50 23 289 101 86 23 438 121 727 222
09:00 61 18 51 27
09:15 42 17 54 23
09:30 39 20 63 15
09:45 50 13 192 68 46 14 214 79 406 147
10:00 49 21 51 11
10:15 54 12 41 6
10:30 62 24 55 8
10:45 43 11 208 68 44 11 191 36 399 104
11:00 53 12 41 10
11:15 50 9 47 4
11:30 45 11 46 5
11:45 52 4 200 36 50 7 184 26 384 62
Total 1297 2897 1746 2832 3043 5729
Percent 30.9% 69.1% 38.1% 61.9% 34.7% 65.3%
Grand
Total 1297 2897 1746 2832 3043 5729
Percent 30.9% 69.1% 38.1% 61.9% 34.7% 65.3%

ADT ADT 8,772 AADT 8,772

Page 220 of 1054 ends
Page 1 ends

Vail Avenue Btwn
Olympic Boulevard & Washington Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 49 5 77
12:15 5 58 6 92
12:30 8 49 2 76
12:45 6 60 26 216 10 51 23 296 49 512
01:00 7 39 5 72
01:15 4 60 3 94
01:30 5 82 4 80
01:45 1 71 17 252 8 81 20 327 37 579
02:00 6 78 4 94
02:15 1 64 1 97
02:30 7 101 0 117
02:45 5 69 19 312 11 111 16 419 35 731
03:00 8 90 19 135
03:15 3 86 7 186
03:30 11 105 10 215
03:45 6 95 28 376 24 193 60 729 88 1105
04:00 4 119 14 205
04:15 4 99 12 175
04:30 7 89 21 170
04:45 9 79 24 386 33 157 80 707 104 1093
05:00 12 133 23 186
05:15 13 76 19 167
05:30 4 114 39 208
05:45 15 77 44 400 46 190 127 751 171 1151
06:00 21 103 37 211
06:15 28 100 26 150
06:30 17 83 51 106
06:45 5 41 71 327 27 91 141 558 212 885
07:00 26 48 77 70
07:15 29 43 72 46
07:30 61 30 94 40
07:45 63 37 179 158 151 34 394 190 573 348
08:00 80 35 134 38
08:15 68 24 151 34
08:30 39 32 141 45
08:45 49 26 236 117 121 32 547 149 783 266
09:00 57 33 76 39
09:15 31 18 47 25
09:30 48 27 70 23
09:45 53 8 189 86 84 23 277 110 466 196
10:00 40 24 67 19
10:15 42 9 57 20
10:30 46 28 67 19
10:45 44 14 172 75 60 18 251 76 423 151
11:00 46 10 67 15
11:15 54 4 55 5
11:30 47 10 90 7
11:45 55 5 202 29 59 6 271 33 473 62
Total 1207 2734 2207 4345 3414 7079
Percent 30.6% 69.4% 33.7% 66.3% 32.5% 67.5%
Grand
Total 1207 2734 2207 4345 3414 7079
Percent 30.6% 69.4% 33.7% 66.3% 32.5% 67.5%

ADT ADT 10,493 AADT 10,493

Page 221 of 1054 ends
Page 1 ends

Vail Avenue Btwn
Washington Boulevard & City Limits

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/27/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 45 5 43
12:15 10 46 2 35
12:30 7 39 4 34
12:45 8 34 34 164 9 43 20 155 54 319
01:00 7 38 5 40
01:15 5 47 4 48
01:30 2 35 3 56
01:45 4 52 18 172 6 53 18 197 36 369
02:00 3 43 10 50
02:15 3 54 1 53
02:30 11 83 4 64
02:45 3 48 20 228 2 46 17 213 37 441
03:00 4 58 10 45
03:15 7 36 5 47
03:30 10 65 6 72
03:45 10 47 31 206 10 64 31 228 62 434
04:00 7 60 7 66
04:15 11 41 7 67
04:30 17 50 16 75
04:45 17 53 52 204 15 61 45 269 97 473
05:00 10 52 21 63
05:15 18 31 22 79
05:30 26 32 29 67
05:45 28 33 82 148 41 63 113 272 195 420
06:00 29 45 28 42
06:15 22 31 26 55
06:30 21 17 32 37
06:45 32 23 104 116 49 37 135 171 239 287
07:00 33 16 60 17
07:15 24 23 42 18
07:30 35 13 47 8
07:45 34 12 126 64 54 20 203 63 329 127
08:00 36 14 67 24
08:15 42 13 72 16
08:30 51 11 66 18
08:45 35 12 164 50 59 11 264 69 428 119
09:00 53 12 53 19
09:15 35 9 27 16
09:30 46 17 33 15
09:45 60 4 194 42 34 13 147 63 341 105
10:00 55 8 39 11
10:15 30 10 26 9
10:30 37 13 37 6
10:45 41 10 163 41 48 10 150 36 313 77
11:00 43 16 44 6
11:15 41 4 29 5
11:30 39 6 43 14
11:45 34 5 157 31 36 4 152 29 309 60
Total 1145 1466 1295 1765 2440 3231
Percent 43.9% 56.1% 42.3% 57.7% 43.0% 57.0%
Grand
Total 1145 1466 1295 1765 2440 3231
Percent 43.9% 56.1% 42.3% 57.7% 43.0% 57.0%

ADT ADT 5,671 AADT 5,671

Page 222 of 1054 ends
Page 1 ends

Via Campo Btwn
West City Limit & Findlay Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 East Hour Totals
Time Thu Morning Afternoon Morning Afternoon
12:00 6 67
12:15 9 70
12:30 8 78
12:45 7 72 30 287
01:00 13 63
01:15 2 58
01:30 2 59
01:45 6 66 23 246
02:00 4 79
02:15 2 86
02:30 2 73
02:45 5 81 13 319
03:00 1 83
03:15 6 127
03:30 3 134
03:45 3 147 13 491
04:00 3 140
04:15 6 140
04:30 16 163
04:45 14 176 39 619
05:00 15 167
05:15 15 180
05:30 16 164
05:45 25 129 71 640
06:00 25 135
06:15 28 103
06:30 27 87
06:45 40 86 120 411
07:00 45 73
07:15 60 58
07:30 66 47
07:45 85 66 256 244
08:00 83 56
08:15 61 47
08:30 58 35
08:45 49 27 251 165
09:00 49 44
09:15 57 34
09:30 45 24
09:45 56 26 207 128
10:00 60 31
10:15 54 34
10:30 49 18
10:45 55 14 218 97
11:00 47 10
11:15 47 20
11:30 53 9
11:45 54 9 201 48
Total 1442 3695
Percent 28.1% 71.9%
Grand Total 1442 3695
Percent 28.1% 71.9%

ADT ADT 5,137 AADT 5,137

Page 223 of 1054 ends
Page 1 ends

Via Campo Btwn
Findlay Avenue & Garfield Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 East Hour Totals
Time Thu Morning Afternoon Morning Afternoon
12:00 12 191
12:15 13 212
12:30 8 210
12:45 10 229 43 842
01:00 11 198
01:15 6 201
01:30 3 197
01:45 7 172 27 768
02:00 5 150
02:15 3 182
02:30 3 159
02:45 8 154 19 645
03:00 3 160
03:15 8 254
03:30 4 249
03:45 3 243 18 906
04:00 4 248
04:15 11 316
04:30 13 292
04:45 20 304 48 1160
05:00 15 297
05:15 24 290
05:30 12 289
05:45 30 231 81 1107
06:00 24 208
06:15 30 196
06:30 58 193
06:45 42 214 154 811
07:00 60 113
07:15 117 112
07:30 170 103
07:45 179 114 526 442
08:00 180 72
08:15 128 67
08:30 103 64
08:45 92 64 503 267
09:00 82 55
09:15 172 51
09:30 207 54
09:45 225 48 686 208
10:00 196 38
10:15 188 43
10:30 218 33
10:45 203 28 805 142
11:00 196 22
11:15 201 25
11:30 213 17
11:45 215 8 825 72
Total 3735 7370
Percent 33.6% 66.4%
Grand Total 3735 7370
Percent 33.6% 66.4%

ADT ADT 11,105 AADT 11,105

Page 224 of 1054 ends
Page 1 ends

Via Campo Btwn
Garfield Avenue & Vail Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 37 248 1 30
12:15 34 261 4 25
12:30 35 257 0 27
12:45 22 307 128 1073 0 28 5 110 133 1183
01:00 26 282 0 23
01:15 22 255 1 19
01:30 25 289 0 20
01:45 23 273 96 1099 0 25 1 87 97 1186
02:00 23 296 0 22
02:15 24 281 1 25
02:30 29 311 0 29
02:45 20 302 96 1190 0 29 1 105 97 1295
03:00 29 291 0 24
03:15 15 357 0 29
03:30 22 378 1 26
03:45 22 348 88 1374 3 39 4 118 92 1492
04:00 17 349 1 24
04:15 42 385 1 32
04:30 48 354 1 30
04:45 70 351 177 1439 0 13 3 99 180 1538
05:00 61 383 1 26
05:15 81 357 2 30
05:30 80 379 4 34
05:45 73 342 295 1461 2 20 9 110 304 1571
06:00 87 358 2 31
06:15 108 274 10 29
06:30 128 301 6 23
06:45 116 310 439 1243 9 16 27 99 466 1342
07:00 137 284 12 28
07:15 179 253 11 27
07:30 225 207 15 17
07:45 229 223 770 967 14 19 52 91 822 1058
08:00 239 192 14 33
08:15 239 173 14 18
08:30 216 133 12 17
08:45 205 143 899 641 15 9 55 77 954 718
09:00 173 109 12 13
09:15 169 105 16 10
09:30 175 98 16 9
09:45 198 101 715 413 19 6 63 38 778 451
10:00 182 91 17 6
10:15 223 102 15 5
10:30 223 92 27 4
10:45 212 50 840 335 21 2 80 17 920 352
11:00 192 48 27 3
11:15 234 52 34 0
11:30 258 65 23 1
11:45 212 45 896 210 31 1 115 5 1011 215
Total 5439 11445 415 956 5854 12401
Percent 32.2% 67.8% 30.3% 69.7% 32.1% 67.9%
Grand
Total 5439 11445 415 956 5854 12401
Percent 32.2% 67.8% 30.3% 69.7% 32.1% 67.9%

ADT ADT 18,255 AADT 18,255

Page 225 of 1054 ends
Page 1 ends

Washington Boulevard Btwn
Greenwood Avenue & East City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 33 201 55 230
12:15 24 197 26 195
12:30 26 221 33 238
12:45 26 200 109 819 24 240 138 903 247 1722
01:00 23 218 22 226
01:15 21 188 28 220
01:30 21 241 31 322
01:45 20 252 85 899 20 318 101 1086 186 1985
02:00 26 205 22 301
02:15 22 226 19 278
02:30 29 213 32 347
02:45 33 278 110 922 20 347 93 1273 203 2195
03:00 29 183 57 385
03:15 32 202 29 395
03:30 55 194 29 418
03:45 66 232 182 811 29 386 144 1584 326 2395
04:00 64 260 35 415
04:15 69 229 37 399
04:30 124 199 64 393
04:45 145 161 402 849 66 412 202 1619 604 2468
05:00 141 216 52 389
05:15 196 208 81 371
05:30 204 256 102 265
05:45 237 232 778 912 75 355 310 1380 1088 2292
06:00 198 210 97 434
06:15 213 171 107 318
06:30 271 178 110 320
06:45 291 164 973 723 123 335 437 1407 1410 2130
07:00 351 169 109 245
07:15 358 131 153 195
07:30 374 109 172 198
07:45 399 101 1482 510 196 193 630 831 2112 1341
08:00 344 144 188 138
08:15 364 94 204 132
08:30 304 104 199 137
08:45 282 99 1294 441 157 139 748 546 2042 987
09:00 224 111 161 136
09:15 214 79 177 88
09:30 206 87 154 90
09:45 233 82 877 359 188 78 680 392 1557 751
10:00 200 78 189 64
10:15 195 104 185 66
10:30 196 69 189 62
10:45 198 60 789 311 172 72 735 264 1524 575
11:00 194 62 233 81
11:15 225 36 240 51
11:30 190 29 227 49
11:45 208 31 817 158 272 55 972 236 1789 394
Total 7898 7714 5190 11521 13088 19235
Percent 50.6% 49.4% 31.1% 68.9% 40.5% 59.5%
Grand
Total 7898 7714 5190 11521 13088 19235
Percent 50.6% 49.4% 31.1% 68.9% 40.5% 59.5%

ADT ADT 32,323 AADT 32,323

Page 226 of 1054 ends
Page 1 ends

Washington Boulevard Btwn
Greenwood Avenue & West City Limit

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/13/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 30 193 75 268
12:15 29 184 44 247
12:30 26 195 55 338
12:45 23 207 108 779 33 304 207 1157 315 1936
01:00 21 192 40 299
01:15 20 177 38 285
01:30 26 224 50 371
01:45 26 227 93 820 43 390 171 1345 264 2165
02:00 23 197 30 353
02:15 26 198 22 336
02:30 36 193 47 433
02:45 39 219 124 807 32 394 131 1516 255 2323
03:00 45 175 68 445
03:15 34 171 44 458
03:30 49 198 50 500
03:45 72 195 200 739 47 465 209 1868 409 2607
04:00 57 182 59 491
04:15 74 202 63 466
04:30 95 187 95 498
04:45 129 166 355 737 97 501 314 1956 669 2693
05:00 155 161 73 461
05:15 180 203 117 481
05:30 193 185 135 418
05:45 226 227 754 776 106 459 431 1819 1185 2595
06:00 206 196 131 519
06:15 235 167 142 455
06:30 218 168 130 380
06:45 294 132 953 663 159 427 562 1781 1515 2444
07:00 286 151 183 361
07:15 323 127 178 254
07:30 340 124 244 279
07:45 321 95 1270 497 301 282 906 1176 2176 1673
08:00 282 145 259 204
08:15 306 89 287 167
08:30 288 110 254 187
08:45 250 98 1126 442 200 191 1000 749 2126 1191
09:00 197 123 216 185
09:15 184 80 210 122
09:30 193 90 219 101
09:45 200 75 774 368 248 106 893 514 1667 882
10:00 166 78 239 111
10:15 166 100 229 98
10:30 161 69 223 91
10:45 161 56 654 303 204 96 895 396 1549 699
11:00 191 58 288 121
11:15 171 42 271 84
11:30 162 33 292 71
11:45 174 28 698 161 330 89 1181 365 1879 526
Total 7109 7092 6900 14642 14009 21734
Percent 50.1% 49.9% 32.0% 68.0% 39.2% 60.8%
Grand
Total 7109 7092 6900 14642 14009 21734
Percent 50.1% 49.9% 32.0% 68.0% 39.2% 60.8%

ADT ADT 35,743 AADT 35,743

Page 227 of 1054 ends
Page 1 ends

Westmoreland Drive Btwn
Wilcox Avenue & Vail Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/3/2026 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 52 2 30
12:15 6 49 4 27
12:30 8 49 8 31
12:45 8 48 28 198 2 32 16 120 44 318
01:00 3 40 1 29
01:15 1 49 1 26
01:30 6 60 2 29
01:45 7 54 17 203 0 21 4 105 21 308
02:00 4 61 1 39
02:15 6 55 2 33
02:30 5 62 1 38
02:45 3 58 18 236 0 38 4 148 22 384
03:00 15 71 2 56
03:15 7 77 0 42
03:30 6 71 0 82
03:45 11 67 39 286 1 40 3 220 42 506
04:00 10 62 4 47
04:15 14 74 1 44
04:30 16 63 2 61
04:45 11 81 51 280 7 46 14 198 65 478
05:00 17 72 4 55
05:15 20 87 5 54
05:30 29 81 10 50
05:45 31 56 97 296 11 53 30 212 127 508
06:00 24 64 15 44
06:15 25 68 9 56
06:30 29 64 16 34
06:45 48 55 126 251 18 34 58 168 184 419
07:00 44 51 25 29
07:15 55 35 28 26
07:30 88 54 45 16
07:45 60 35 247 175 28 26 126 97 373 272
08:00 62 44 46 21
08:15 68 27 81 22
08:30 70 38 34 13
08:45 33 39 233 148 32 19 193 75 426 223
09:00 65 24 21 19
09:15 45 25 35 10
09:30 39 33 29 7
09:45 49 19 198 101 34 9 119 45 317 146
10:00 50 29 24 9
10:15 49 21 18 7
10:30 56 28 26 4
10:45 36 10 191 88 23 7 91 27 282 115
11:00 54 12 32 4
11:15 53 15 29 3
11:30 51 5 20 2
11:45 53 8 211 40 34 2 115 11 326 51
Total 1456 2302 773 1426 2229 3728
Percent 38.7% 61.3% 35.2% 64.8% 37.4% 62.6%
Grand
Total 1456 2302 773 1426 2229 3728
Percent 38.7% 61.3% 35.2% 64.8% 37.4% 62.6%

ADT ADT 5,957 AADT 5,957

Page 228 of 1054 ends
Page 1 ends

Whittier Boulevard Btwn
Garfield Avenue & 19th Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 35 187 38 185
12:15 23 208 32 165
12:30 18 166 22 190
12:45 14 198 90 759 22 150 114 690 204 1449
01:00 17 212 20 167
01:15 21 196 24 144
01:30 29 190 19 156
01:45 24 223 91 821 17 154 80 621 171 1442
02:00 13 201 11 161
02:15 16 223 15 190
02:30 17 260 12 211
02:45 15 266 61 950 17 194 55 756 116 1706
03:00 22 232 13 219
03:15 12 262 21 190
03:30 21 268 15 218
03:45 19 283 74 1045 26 181 75 808 149 1853
04:00 16 274 27 168
04:15 22 302 39 195
04:30 23 287 59 151
04:45 36 265 97 1128 59 171 184 685 281 1813
05:00 31 274 57 177
05:15 41 304 93 191
05:30 58 296 92 179
05:45 92 285 222 1159 121 167 363 714 585 1873
06:00 53 287 139 202
06:15 52 281 159 159
06:30 57 283 183 156
06:45 84 250 246 1101 199 169 680 686 926 1787
07:00 101 239 251 159
07:15 128 189 235 161
07:30 154 165 222 136
07:45 181 122 564 715 221 142 929 598 1493 1313
08:00 245 146 230 129
08:15 264 98 208 115
08:30 161 143 238 138
08:45 158 130 828 517 187 123 863 505 1691 1022
09:00 148 86 169 109
09:15 142 94 185 103
09:30 137 85 175 89
09:45 157 79 584 344 169 67 698 368 1282 712
10:00 154 89 162 86
10:15 157 74 147 60
10:30 155 52 169 60
10:45 177 50 643 265 146 63 624 269 1267 534
11:00 173 36 173 53
11:15 164 33 183 46
11:30 180 41 195 43
11:45 184 34 701 144 187 29 738 171 1439 315
Total 4201 8948 5403 6871 9604 15819
Percent 31.9% 68.1% 44.0% 56.0% 37.8% 62.2%
Grand
Total 4201 8948 5403 6871 9604 15819
Percent 31.9% 68.1% 44.0% 56.0% 37.8% 62.2%

ADT ADT 25,423 AADT 25,423

Page 229 of 1054 ends
Page 1 ends

Whittier Boulevard Btwn
19th Street & Greenwood Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 30 219 24 192
12:15 20 199 26 186
12:30 16 185 26 147
12:45 9 177 75 780 19 98 95 623 170 1403
01:00 10 199 15 143
01:15 15 168 21 129
01:30 15 192 19 119
01:45 18 227 58 786 15 133 70 524 128 1310
02:00 16 184 13 131
02:15 13 227 12 195
02:30 11 275 11 208
02:45 8 285 48 971 18 238 54 772 102 1743
03:00 9 253 15 214
03:15 9 228 18 220
03:30 16 275 13 187
03:45 13 304 47 1060 21 183 67 804 114 1864
04:00 15 277 27 194
04:15 19 304 30 178
04:30 21 315 58 175
04:45 32 261 87 1157 49 162 164 709 251 1866
05:00 24 261 52 180
05:15 39 287 84 187
05:30 50 297 80 187
05:45 70 277 183 1122 126 205 342 759 525 1881
06:00 55 324 146 195
06:15 48 267 143 163
06:30 62 264 172 168
06:45 72 254 237 1109 222 168 683 694 920 1803
07:00 110 233 232 148
07:15 107 187 248 129
07:30 132 152 252 112
07:45 151 121 500 693 303 115 1035 504 1535 1197
08:00 217 143 286 99
08:15 192 109 306 102
08:30 183 142 214 100
08:45 167 120 759 514 216 82 1022 383 1781 897
09:00 145 96 165 84
09:15 133 87 191 89
09:30 144 89 165 79
09:45 156 71 578 343 170 61 691 313 1269 656
10:00 167 76 140 77
10:15 161 65 140 46
10:30 159 48 160 45
10:45 178 38 665 227 136 50 576 218 1241 445
11:00 173 33 171 37
11:15 156 24 188 37
11:30 182 43 162 38
11:45 190 26 701 126 189 25 710 137 1411 263
Total 3938 8888 5509 6440 9447 15328
Percent 30.7% 69.3% 46.1% 53.9% 38.1% 61.9%
Grand
Total 3938 8888 5509 6440 9447 15328
Percent 30.7% 69.3% 46.1% 53.9% 38.1% 61.9%

ADT ADT 24,775 AADT 24,775

Page 230 of 1054 ends
Page 1 ends

Whittier Boulevard Btwn
Greenwood Avenue & Montebello Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 33 227 28 203
12:15 20 246 27 199
12:30 22 189 25 198
12:45 10 138 85 800 21 165 101 765 186 1565
01:00 12 122 20 144
01:15 15 162 17 189
01:30 16 210 18 185
01:45 16 232 59 726 13 143 68 661 127 1387
02:00 16 219 14 186
02:15 13 248 16 213
02:30 15 285 14 209
02:45 14 297 58 1049 21 236 65 844 123 1893
03:00 6 303 20 212
03:15 10 265 23 248
03:30 19 300 23 239
03:45 17 327 52 1195 37 195 103 894 155 2089
04:00 21 300 30 222
04:15 32 320 34 206
04:30 30 284 62 201
04:45 35 276 118 1180 62 197 188 826 306 2006
05:00 42 275 65 187
05:15 44 295 86 227
05:30 59 280 94 213
05:45 89 280 234 1130 142 250 387 877 621 2007
06:00 70 311 141 209
06:15 66 307 155 208
06:30 84 301 190 187
06:45 95 286 315 1205 239 183 725 787 1040 1992
07:00 129 256 234 181
07:15 134 210 271 163
07:30 164 180 301 110
07:45 164 146 591 792 301 110 1107 564 1698 1356
08:00 198 139 308 98
08:15 210 153 300 91
08:30 202 149 198 97
08:45 182 146 792 587 223 98 1029 384 1821 971
09:00 173 114 199 78
09:15 167 100 199 76
09:30 168 103 191 73
09:45 154 85 662 402 189 65 778 292 1440 694
10:00 196 70 151 49
10:15 201 90 147 43
10:30 194 71 172 44
10:45 208 42 799 273 158 46 628 182 1427 455
11:00 181 38 167 32
11:15 182 32 190 36
11:30 244 42 180 34
11:45 200 32 807 144 207 25 744 127 1551 271
Total 4572 9483 5923 7203 10495 16686
Percent 32.5% 67.5% 45.1% 54.9% 38.6% 61.4%
Grand
Total 4572 9483 5923 7203 10495 16686
Percent 32.5% 67.5% 45.1% 54.9% 38.6% 61.4%

ADT ADT 27,181 AADT 27,181

Page 231 of 1054 ends
Page 1 ends

Whittier Boulevard Btwn
Montebello Boulevard & 5th Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 33 188 30 161
12:15 19 223 32 168
12:30 8 157 23 177
12:45 12 157 72 725 19 170 104 676 176 1401
01:00 11 146 16 185
01:15 17 170 16 182
01:30 8 191 19 203
01:45 12 202 48 709 12 171 63 741 111 1450
02:00 9 175 14 159
02:15 11 234 15 198
02:30 8 224 14 177
02:45 8 272 36 905 15 221 58 755 94 1660
03:00 5 236 14 205
03:15 4 247 19 191
03:30 18 256 16 197
03:45 9 276 36 1015 25 161 74 754 110 1769
04:00 9 295 31 184
04:15 35 304 31 167
04:30 28 272 56 170
04:45 34 331 106 1202 43 151 161 672 267 1874
05:00 33 279 49 153
05:15 38 303 76 155
05:30 62 233 85 144
05:45 81 274 214 1089 114 158 324 610 538 1699
06:00 63 262 133 171
06:15 52 284 142 176
06:30 88 269 165 157
06:45 66 267 269 1082 226 167 666 671 935 1753
07:00 114 245 193 157
07:15 97 176 236 174
07:30 129 187 261 172
07:45 135 145 475 753 239 189 929 692 1404 1445
08:00 169 151 254 182
08:15 169 90 260 163
08:30 181 106 177 153
08:45 127 106 646 453 199 134 890 632 1536 1085
09:00 151 76 177 130
09:15 149 95 180 133
09:30 147 67 169 147
09:45 133 55 580 293 176 131 702 541 1282 834
10:00 168 47 149 124
10:15 185 53 150 128
10:30 178 41 160 112
10:45 168 30 699 171 136 128 595 492 1294 663
11:00 163 28 144 108
11:15 155 26 153 109
11:30 190 35 150 98
11:45 206 30 714 119 158 98 605 413 1319 532
Total 3895 8516 5171 7649 9066 16165
Percent 31.4% 68.6% 40.3% 59.7% 35.9% 64.1%
Grand
Total 3895 8516 5171 7649 9066 16165
Percent 31.4% 68.6% 40.3% 59.7% 35.9% 64.1%

ADT ADT 25,231 AADT 25,231

Page 232 of 1054 ends
Page 1 ends

Whittier Boulevard Btwn
5th Street & Van Norman Road

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 1/29/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 44 195 29 203
12:15 40 202 22 227
12:30 33 205 19 182
12:45 26 159 143 761 11 180 81 792 224 1553
01:00 27 209 12 170
01:15 18 189 9 229
01:30 30 222 11 212
01:45 23 179 98 799 12 260 44 871 142 1670
02:00 16 182 11 250
02:15 22 217 13 282
02:30 13 234 9 265
02:45 29 252 80 885 10 295 43 1092 123 1977
03:00 12 209 5 285
03:15 18 235 7 298
03:30 23 191 30 280
03:45 32 196 85 831 26 322 68 1185 153 2016
04:00 25 209 21 364
04:15 32 179 45 341
04:30 48 222 39 356
04:45 38 193 143 803 56 406 161 1467 304 2270
05:00 45 196 44 393
05:15 72 186 63 441
05:30 70 233 103 398
05:45 114 184 301 799 115 352 325 1584 626 2383
06:00 129 210 88 364
06:15 127 209 78 364
06:30 177 184 88 341
06:45 212 200 645 803 115 265 369 1334 1014 2137
07:00 208 187 164 216
07:15 208 188 148 221
07:30 275 176 191 193
07:45 291 158 982 709 179 165 682 795 1664 1504
08:00 265 159 176 145
08:15 268 112 196 137
08:30 219 138 205 134
08:45 192 116 944 525 154 134 731 550 1675 1075
09:00 194 132 151 109
09:15 176 116 149 109
09:30 165 122 138 98
09:45 158 96 693 466 147 86 585 402 1278 868
10:00 132 67 164 74
10:15 173 81 168 55
10:30 147 88 187 69
10:45 159 63 611 299 180 55 699 253 1310 552
11:00 158 57 179 26
11:15 174 51 180 28
11:30 159 56 196 44
11:45 201 41 692 205 198 36 753 134 1445 339
Total 5417 7885 4541 10459 9958 18344
Percent 40.7% 59.3% 30.3% 69.7% 35.2% 64.8%
Grand
Total 5417 7885 4541 10459 9958 18344
Percent 40.7% 59.3% 30.3% 69.7% 35.2% 64.8%

ADT ADT 28,302 AADT 28,302

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Page 1 ends

Wilcox Avenue Btwn
Via Campo & Hay Street

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 215 17 199
12:15 10 233 33 216
12:30 11 228 13 196
12:45 13 200 51 876 22 216 85 827 136 1703
01:00 7 208 14 237
01:15 15 182 14 196
01:30 4 208 13 224
01:45 6 203 32 801 10 228 51 885 83 1686
02:00 11 180 10 229
02:15 12 239 12 250
02:30 8 221 13 258
02:45 12 224 43 864 10 284 45 1021 88 1885
03:00 8 183 13 314
03:15 11 227 10 287
03:30 20 292 15 285
03:45 15 263 54 965 12 311 50 1197 104 2162
04:00 20 192 12 311
04:15 40 235 17 323
04:30 57 201 26 356
04:45 51 221 168 849 36 330 91 1320 259 2169
05:00 71 226 39 312
05:15 95 249 55 331
05:30 142 231 57 315
05:45 142 237 450 943 79 325 230 1283 680 2226
06:00 129 261 75 282
06:15 159 225 86 299
06:30 180 171 87 280
06:45 231 194 699 851 114 288 362 1149 1061 2000
07:00 237 205 142 232
07:15 286 159 205 200
07:30 307 128 249 184
07:45 305 121 1135 613 244 150 840 766 1975 1379
08:00 291 137 291 170
08:15 312 102 301 153
08:30 271 118 275 124
08:45 205 114 1079 471 210 128 1077 575 2156 1046
09:00 187 93 190 137
09:15 195 74 176 87
09:30 194 71 192 95
09:45 191 63 767 301 177 102 735 421 1502 722
10:00 182 89 171 90
10:15 232 79 190 86
10:30 245 54 165 58
10:45 222 41 881 263 189 47 715 281 1596 544
11:00 226 49 184 59
11:15 217 36 216 37
11:30 239 39 187 32
11:45 224 21 906 145 178 34 765 162 1671 307
Total 6265 7942 5046 9887 11311 17829
Percent 44.1% 55.9% 33.8% 66.2% 38.8% 61.2%
Grand
Total 6265 7942 5046 9887 11311 17829
Percent 44.1% 55.9% 33.8% 66.2% 38.8% 61.2%

ADT ADT 29,140 AADT 29,140

Page 234 of 1054 ends
Page 1 ends

Wilcox Avenue Btwn
Hay Street & Lincoln Avenue

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 13 153 11 143
12:15 6 175 26 154
12:30 10 159 12 121
12:45 13 146 42 633 15 137 64 555 106 1188
01:00 5 146 9 163
01:15 12 137 11 128
01:30 4 143 8 149
01:45 2 135 23 561 8 183 36 623 59 1184
02:00 8 144 6 163
02:15 10 164 10 164
02:30 6 162 7 184
02:45 10 173 34 643 10 185 33 696 67 1339
03:00 4 147 8 245
03:15 6 169 8 207
03:30 12 170 11 267
03:45 10 167 32 653 12 248 39 967 71 1620
04:00 19 139 8 236
04:15 33 154 8 238
04:30 48 137 20 273
04:45 39 154 139 584 32 245 68 992 207 1576
05:00 58 141 25 254
05:15 77 159 36 259
05:30 122 147 30 235
05:45 115 147 372 594 45 258 136 1006 508 1600
06:00 119 160 52 260
06:15 132 109 51 231
06:30 150 104 47 231
06:45 212 126 613 499 64 213 214 935 827 1434
07:00 200 136 81 176
07:15 244 118 123 161
07:30 246 97 175 142
07:45 270 87 960 438 176 131 555 610 1515 1048
08:00 252 84 190 116
08:15 275 71 195 113
08:30 197 90 206 91
08:45 149 86 873 331 132 87 723 407 1596 738
09:00 160 73 130 90
09:15 135 57 101 58
09:30 136 61 126 75
09:45 115 51 546 242 110 70 467 293 1013 535
10:00 115 69 112 67
10:15 173 57 134 57
10:30 165 34 112 34
10:45 169 33 622 193 131 36 489 194 1111 387
11:00 161 38 117 40
11:15 144 29 138 26
11:30 169 29 128 22
11:45 171 17 645 113 139 26 522 114 1167 227
Total 4901 5484 3346 7392 8247 12876
Percent 47.2% 52.8% 31.2% 68.8% 39.0% 61.0%
Grand
Total 4901 5484 3346 7392 8247 12876
Percent 47.2% 52.8% 31.2% 68.8% 39.0% 61.0%

ADT ADT 21,123 AADT 21,123

Page 235 of 1054 ends
Page 1 ends

Wilcox Avenue Btwn
Lincoln Avenue & Beverly Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 147 5 137
12:15 13 169 19 146
12:30 19 166 10 133
12:45 16 178 60 660 11 133 45 549 105 1209
01:00 4 151 7 138
01:15 12 149 6 125
01:30 17 158 6 146
01:45 4 163 37 621 3 167 22 576 59 1197
02:00 12 153 7 157
02:15 14 176 9 150
02:30 6 186 3 154
02:45 10 205 42 720 8 157 27 618 69 1338
03:00 16 164 3 184
03:15 13 178 6 164
03:30 11 175 9 218
03:45 12 217 52 734 10 204 28 770 80 1504
04:00 18 164 10 187
04:15 34 155 7 188
04:30 35 180 15 183
04:45 39 187 126 686 42 188 74 746 200 1432
05:00 43 189 25 163
05:15 64 214 30 191
05:30 108 179 39 176
05:45 99 181 314 763 51 183 145 713 459 1476
06:00 87 196 56 172
06:15 86 150 55 188
06:30 109 155 62 156
06:45 137 129 419 630 67 139 240 655 659 1285
07:00 161 134 79 133
07:15 189 129 109 126
07:30 203 124 169 105
07:45 187 105 740 492 182 106 539 470 1279 962
08:00 180 88 172 91
08:15 230 76 230 78
08:30 148 85 212 73
08:45 129 93 687 342 137 66 751 308 1438 650
09:00 113 74 132 76
09:15 97 62 101 48
09:30 103 78 134 43
09:45 116 58 429 272 123 49 490 216 919 488
10:00 97 62 110 40
10:15 133 48 133 44
10:30 143 44 134 26
10:45 148 41 521 195 124 32 501 142 1022 337
11:00 154 45 106 24
11:15 153 36 116 23
11:30 146 34 122 13
11:45 149 17 602 132 127 20 471 80 1073 212
Total 4029 6247 3333 5843 7362 12090
Percent 39.2% 60.8% 36.3% 63.7% 37.8% 62.2%
Grand
Total 4029 6247 3333 5843 7362 12090
Percent 39.2% 60.8% 36.3% 63.7% 37.8% 62.2%

ADT ADT 19,452 AADT 19,452

Page 236 of 1054 ends
Page 1 ends

Wilcox Avenue Btwn
Beverly Boulevard & Whittier Boulevard

CITY TRAFFIC COUNTERS
WWW.CTCOUNTERS.COM

Start 2/5/2026 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 135 7 85
12:15 9 89 9 89
12:30 12 122 7 88
12:45 7 131 37 477 8 115 31 377 68 854
01:00 5 88 4 106
01:15 12 114 4 97
01:30 14 124 6 101
01:45 6 131 37 457 1 93 15 397 52 854
02:00 5 108 4 88
02:15 10 119 2 109
02:30 6 143 3 96
02:45 7 146 28 516 7 96 16 389 44 905
03:00 13 99 4 117
03:15 6 0 7 101
03:30 7 174 11 96
03:45 7 139 33 412 11 126 33 440 66 852
04:00 10 126 8 104
04:15 14 142 4 116
04:30 18 146 20 131
04:45 17 133 59 547 26 119 58 470 117 1017
05:00 26 153 16 109
05:15 25 150 20 117
05:30 38 124 36 132
05:45 40 149 129 576 50 158 122 516 251 1092
06:00 36 154 39 135
06:15 35 137 55 126
06:30 52 164 53 104
06:45 50 144 173 599 58 88 205 453 378 1052
07:00 67 91 60 83
07:15 107 123 91 59
07:30 109 105 108 81
07:45 111 70 394 389 106 76 365 299 759 688
08:00 134 79 97 69
08:15 185 69 154 59
08:30 97 78 150 55
08:45 77 78 493 304 98 65 499 248 992 552
09:00 86 63 87 45
09:15 76 42 74 53
09:30 69 52 91 30
09:45 77 41 308 198 86 33 338 161 646 359
10:00 81 29 61 31
10:15 79 35 84 34
10:30 99 21 86 15
10:45 96 13 355 98 81 27 312 107 667 205
11:00 95 21 84 24
11:15 113 25 95 21
11:30 105 29 92 12
11:45 110 13 423 88 100 13 371 70 794 158
Total 2469 4661 2365 3927 4834 8588
Percent 34.6% 65.4% 37.6% 62.4% 36.0% 64.0%
Grand
Total 2469 4661 2365 3927 4834 8588
Percent 34.6% 65.4% 37.6% 62.4% 36.0% 64.0%

ADT ADT 13,422 AADT 13,422

Page 237 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Appendix ‘B’
Engineering and Traffic Survey Sheets

Page 238 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 10:08AM 11:02AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): POTRERO GRANDE DR AND PARAMOUNT BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 8109 ARROYO DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 0 1 1
46 X X 1 1 2
45 X 1 0 1
44 0 0 0
43 X X X 2 1 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X 1 1 2
40 X 0 1 1 85TH %: 36 35 35 M.P.H.
39 X X X 2 1 3
38 X X X X X 5 0 5 50TH %: 31 30 30 M.P.H.
37 X X X X 3 1 4
36 X X X X X 2 3 5 15TH %: 27 26 26 M.P.H.
35 X X X X X X X X X X X X X X X X X 10 7 17 *
34 X X X X X X X X X X X X 4 8 12 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X 6 4 10 *
32 X X X X X X X X X X X X X X X X X 11 6 17 P % IN PACE: 77% 77% 77% 31 X X X X X X X X X X X X X 6 7 13 A
30 X X X X X X X X X X X X X X X X X X X 7 12 19 C % OVER PACE: 17% 10% 14% 29 X X X X X X X X X X X X X X X X X X X X X X 14 8 22 E 28 X X X X X X X X X X X X X X X X X X X 8 11 19 * % UNDER PACE: 6% 13% 10% 27 X X X X X X X X X X X X 6 6 12 *
26 X X X X X X X X X X X X X 5 8 13 * ARITHMETIC MEAN: 32 30 31 M.P.H. 25 X X X X 2 2 4
24 X X X X X X X X X 3 6 9 SAMPLE VARIANCE: 22 24 23
23 X X 0 2 2
22 X X 1 1 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 0 1 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.22 0.24 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.47 0.49 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

ARROYO DRIVE
CARLOS

PARTLY CLOU
DRY

Page 239 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 9:01AM 10:01AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): PARAMOUNT BLVD AND SAN GABRIEL RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF IRONSTONE AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X 1 1 2
40 X 1 0 1 85TH %: 35 33 35 M.P.H.
39 X 0 1 1
38 X 0 1 1 50TH %: 25 25 25 M.P.H.
37 X X X 3 0 3
36 X X 0 2 2 15TH %: 21 23 22 M.P.H.
35 X X X 2 1 3 *
34 0 0 0 * 10 MPH PACE: 21 - 30 22 - 31 21 - 30 M.P.H. 33 X X X X 2 2 4 *
32 X X X 0 3 3 P % IN PACE: 67% 72% 70%
31 X X 2 0 2 A
30 X X 0 2 2 C % OVER PACE: 26% 26% 26%
29 X X X 3 0 3 E
28 X X X 0 3 3 * % UNDER PACE: 7% 2% 4%
27 X X X X X X X X 5 3 8 *
26 X X 1 1 2 * ARITHMETIC MEAN: 27 28 27 M.P.H.
25 X X X X X X X X X X X 7 4 11
24 X X X X X X X X X X X 2 9 11 SAMPLE VARIANCE: 34 33 33 23 X X X X X X X X X X X X 6 6 12
22 X X X X X X X 2 5 7 STANDARD DEVIATION: 6 6 6 M.P.H. 21 X X X 3 0 3
20 X 0 1 1 VARIANCE OF THE MEAN: 0.80 0.71 0.37
19 X 1 0 1
18 X X 2 0 2 STD. ERROR OF THE MEAN: 0.89 0.84 0.61 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
43 46 89
FAIR
RADAR

CITY OF MONTEBELLO
TO

ARROYO DRIVE
CARLOS

PARTLY CLOU
DRY

Page 240 of 1054 ends

DATE: 01/30/26 DAY: Friday TIME PERIOD: 2:53PM 3:53PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): POPLAR AVE AND LINCOLN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 401 AVENIDA DE LA MERCED
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X 0 1 1
40 X X 1 1 2 85TH %: 33 35 34 M.P.H.
39 X 1 0 1
38 X X 1 1 2 50TH %: 29 32 30 M.P.H.
37 X X 2 0 2
36 X X X X 2 2 4 15TH %: 24 25 25 M.P.H.
35 X X X X X X X X 1 7 8 *
34 X X X X X X X X X X X 1 10 11 * 10 MPH PACE: 24 - 33 27 - 36 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X 4 10 14 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 77% 77% 73% 31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X X X 8 3 11 C % OVER PACE: 12% 4% 8% 29 X X X X X X X X X X X X X X 10 4 14 E
28 X X X X X X X X X X X X 6 6 12 * % UNDER PACE: 11% 18% 19% 27 X X X X X X X X 5 3 8 *
26 X X X X X 3 2 5 * ARITHMETIC MEAN: 29 31 30 M.P.H. 25 X X X X X X X 4 3 7
24 X X X X X X X 5 2 7 SAMPLE VARIANCE: 19 19 20
23 X X X X X 2 3 5
22 X X X X X X 4 2 6 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X 1 1 2
20 X 1 0 1 VARIANCE OF THE MEAN: 0.25 0.27 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.52 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
75 71 146
FAIR
RADAR

CITY OF MONTEBELLO
TO

AVENIDA DE LA MERCED
CARLOS
SUNNY
DRY

Page 241 of 1054 ends

DATE: 02/02/26 DAY: Monday TIME PERIOD: 9:00AM 10:00AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): POPLAR AVE AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 125 AVENIDA DE LA MERCED
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X X 1 1 2
44 X 0 1 1
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 0 4 4
41 X X X X 3 1 4
40 X X X X 1 3 4 85TH %: 37 39 38 M.P.H.
39 X X X X X X X 3 4 7
38 X X X 1 2 3 50TH %: 32 32 32 M.P.H.
37 X X X X X X X X X X X X 4 8 12
36 X X X X X X X 2 5 7 15TH %: 27 25 27 M.P.H.
35 X X X X X X X X X 6 3 9 *
34 X X X X X X X X X X X X X X X X 12 4 16 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X 4 2 6 *
32 X X X X X X X X X X X X X X 7 7 14 P % IN PACE: 73% 62% 68% 31 X X X X X X X X X X X X 9 3 12 A
30 X X X X X X X X X X X 3 8 11 C % OVER PACE: 12% 20% 16% 29 X X X X X X X X X X X X X X X X X X 11 7 18 E
28 X X X X X X X X X X X X 7 5 12 * % UNDER PACE: 15% 18% 16% 27 X X X 2 1 3 *
26 X X 1 1 2 * ARITHMETIC MEAN: 32 33 32 M.P.H.
25 X X X X X X X 2 5 7
24 X X X X X X 5 1 6 SAMPLE VARIANCE: 24 36 30
23 X X X X 2 2 4
22 X X X X 1 3 4 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X 0 1 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.27 0.43 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.66 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
89 84 173
FAIR
RADAR

CITY OF MONTEBELLO
TO

AVENIDA DE LA MERCED
CARLOS
SUNNY
DRY

Page 242 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 12:10PM 12:26PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND FINDLAY AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 3112 BEVERLY BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 0 1 1
48 0 0 0
47 X X X X X 4 1 5
46 X X X 2 1 3
45 X X X X X X 3 3 6
44 X X 1 1 2
43 X X 0 2 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 2 1 3
41 X X X 1 2 3
40 X X X X X X 3 3 6 85TH %: 40 39 40 M.P.H.
39 X X X X X X X X X X 4 6 10
38 X X X X X X X X X X X X 5 7 12 50TH %: 33 34 34 M.P.H. 37 X X X X X X X X X X X X X X X X 8 8 16
36 X X X X X X X X X X X X X X 6 8 14 15TH %: 28 28 28 M.P.H. 35 X X X X X X X X X 4 5 9 *
34 X X X X X X X X X X X X X X X X 7 9 16 * 10 MPH PACE: 29 - 38 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X 4 4 8 *
32 X X X X X X X X X X X X X X 10 4 14 P % IN PACE: 63% 62% 63% 31 X X X X X X X X X X X 4 7 11 A
30 X X X X X X X X X X X X 9 3 12 C % OVER PACE: 20% 21% 21% 29 X X X X X X X X X X X X X 6 7 13 E
28 X X X X X X X 3 4 7 * % UNDER PACE: 17% 17% 17%
27 X X X X X 2 3 5 *
26 X X X X X X X X 6 2 8 * ARITHMETIC MEAN: 34 34 34 M.P.H. 25 X X X X 2 2 4
24 X X X X X X X X 3 5 8 SAMPLE VARIANCE: 36 33 35
23 X 0 1 1
22 X 1 0 1 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.36 0.33 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.60 0.58 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

BEVERLY BOULEVARD
CARLOS
CLOUDY
DRY

Page 243 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 11:47AM 12:04PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): FINDLAY AVE AND GARFIELD AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2321 BEVERLY BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 X X 1 1 2
48 X X X 3 0 3
47 X X 2 0 2
46 X X X X 1 3 4
45 X X X X X 3 2 5
44 X X 1 1 2
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X 1 1 2
41 X X X X X X 2 4 6
40 X X X X X X X 4 3 7 85TH %: 41 40 41 M.P.H.
39 X X X X X X X X X X 7 3 10
38 X X X X X X X X X X X 5 6 11 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X X 6 8 14
36 X X X X X X X X X X X X X X 5 9 14 15TH %: 30 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X 11 9 20 *
34 X X X X X X X X X X X X X X X X 9 7 16 * 10 MPH PACE: 30 - 39 29 - 38 30 - 39 M.P.H. 33 X X X X X X X X X X X X 7 5 12 *
32 X X X X X X X X X X X 5 6 11 P % IN PACE: 66% 65% 65% 31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 20% 21% 19% 29 X X X X X X X X X 4 5 9 E
28 X X X X X 2 3 5 * % UNDER PACE: 14% 14% 17%
27 X X X 1 2 3 *
26 X X X X X X X X 3 5 8 * ARITHMETIC MEAN: 35 35 35 M.P.H. 25 X X X X 2 2 4
24 X X 1 1 2 SAMPLE VARIANCE: 34 33 33
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.34 0.33 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.58 0.58 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

BEVERLY BOULEVARD
CARLOS
CLOUDY
DRY

Page 244 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 11:23AM 11:42AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GARFIELD AVE AND WILCOX AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2248 BEVERLY BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 X 1 0 1
48 0 0 0
47 X X X 0 3 3
46 X X X X 4 0 4
45 X X X 1 2 3
44 X X X X 3 1 4
43 X X X X X 1 4 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 2 1 3
41 X X X X X X 4 2 6
40 X X X X X X X X 6 2 8 85TH %: 41 40 40 M.P.H.
39 X X X X X X X X X 8 1 9
38 X X X X X X X X X X X 4 7 11 50TH %: 35 34 34 M.P.H. 37 X X X X X X X X X X X X X X 8 6 14
36 X X X X X X X X 5 3 8 15TH %: 29 27 28 M.P.H.
35 X X X X X X X X X X X X X X X X 4 12 16 *
34 X X X X X X X X X X X X 6 6 12 * 10 MPH PACE: 31 - 40 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X X X 7 8 15 *
32 X X X X X X X X 2 6 8 P % IN PACE: 60% 65% 61%
31 X X X X X X X X X X X X X X 10 4 14 A
30 X X X X X X X X X X X X 4 8 12 C % OVER PACE: 16% 17% 24% 29 X X X X X X X X X X X 6 5 11 E
28 X X X X X 2 3 5 * % UNDER PACE: 24% 18% 16%
27 X X X X X X X 5 2 7 *
26 X X X X X X X X 2 6 8 * ARITHMETIC MEAN: 35 34 34 M.P.H. 25 X X X X X X 3 3 6
24 X X X X X 1 4 5 SAMPLE VARIANCE: 34 35 34
23 0 0 0
22 X 1 0 1 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.34 0.35 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.58 0.59 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

BEVERLY BOULEVARD
CARLOS
CLOUDY
DRY

Page 245 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 10:55AM 11:18AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILCOX AVE AND MAPLE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1798 BEVERLY BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 0 1 1
48 0 0 0
47 X 1 0 1
46 X X 2 0 2
45 X X 1 1 2
44 X X X 1 2 3
43 X X X X 1 3 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X 2 1 3
41 X X X 1 2 3
40 X X X X X X X X X X 4 6 10 85TH %: 39 40 39 M.P.H. 39 X X X X X X X X X X 3 7 10
38 X X X X X X X X X X X X 4 8 12 50TH %: 34 35 34 M.P.H. 37 X X X X X X X X X X X 6 5 11
36 X X X X X X X X X X X X X X X X X 8 9 17 15TH %: 29 28 29 M.P.H. 35 X X X X X X X X X X X X X X X X X 10 7 17 *
34 X X X X X X X X X X X X 8 4 12 * 10 MPH PACE: 29 - 38 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X 6 8 14 *
32 X X X X X X X X X X X X 8 4 12 P % IN PACE: 70% 63% 66% 31 X X X X X X X X X X X X X X 10 4 14 A
30 X X X X X X X X X X X X X 6 7 13 C % OVER PACE: 16% 16% 15% 29 X X X X X X X X X X 4 6 10 E
28 X X X X X X X 3 4 7 * % UNDER PACE: 14% 21% 20%
27 X X X X X 3 2 5 *
26 X X X X X X 2 4 6 * ARITHMETIC MEAN: 34 34 34 M.P.H. 25 X X X X 2 2 4
24 X X X X 3 1 4 SAMPLE VARIANCE: 26 30 28
23 0 0 0
22 X X 1 1 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.26 0.30 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.55 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

BEVERLY BOULEVARD
CARLOS
CLOUDY
DRY

Page 246 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 10:30AM 10:51AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MAPLE AVE AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1022 BEVERLY BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 X 1 0 1
45 X X 1 1 2
44 X X X X X 3 2 5
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 2 1 3
41 X X 2 0 2
40 X X X X X X X X 5 3 8 85TH %: 40 38 39 M.P.H.
39 X X X X X X X X X X X X X X 9 5 14
38 X X X X X X X X X X X X X X X 8 7 15 50TH %: 34 33 34 M.P.H. 37 X X X X X X X X X X X X X X 6 8 14
36 X X X X X X X X X X X 5 6 11 15TH %: 29 27 28 M.P.H. 35 X X X X X X X X X X X X X X 6 8 14 *
34 X X X X X X X X X X X X X X X X 9 7 16 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X 6 9 15 *
32 X X X X X X X X X X 5 5 10 P % IN PACE: 66% 64% 65%
31 X X X X X X X 3 4 7 A
30 X X X X X X X X X X X X X X 9 5 14 C % OVER PACE: 16% 9% 13% 29 X X X X X X X 4 3 7 E
28 X X X X X X X X X X X X 5 7 12 * % UNDER PACE: 18% 27% 23% 27 X X X X X X 3 3 6 *
26 X X X X X X X 3 4 7 * ARITHMETIC MEAN: 35 33 34 M.P.H. 25 X X X 0 3 3
24 X X X X 1 3 4 SAMPLE VARIANCE: 28 29 29
23 X X X X 2 2 4
22 X X 0 2 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.29 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.54 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

BEVERLY BOULEVARD
CARLOS
CLOUDY
DRY

Page 247 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 9:59AM 10:24AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MONTEBELLO BLVD AND EAST CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 314 BEVERLY BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X X X 1 2 3
44 X X X 2 1 3
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 2 3 5
41 X X X 1 2 3
40 X X X 2 1 3 85TH %: 38 38 38 M.P.H.
39 X X X X X 2 3 5
38 X X X X X X X X X X X 7 4 11 50TH %: 32 34 33 M.P.H. 37 X X X X X X X X X X X 3 8 11
36 X X X X X X X X X X X X X X 5 9 14 15TH %: 28 27 28 M.P.H. 35 X X X X X X X X X X X X X X X X 9 7 16 *
34 X X X X X X X X X X X X X 4 9 13 * 10 MPH PACE: 27 - 36 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X 7 7 14 *
32 X X X X X X X X X X X X X 9 4 13 P % IN PACE: 69% 66% 67% 31 X X X X X X X X X X X X X X X X X X X X 12 8 20 A
30 X X X X X X X X X X X X 8 4 12 C % OVER PACE: 21% 19% 19% 29 X X X X X X X 4 3 7 E
28 X X X X X X X X X X X X X X 7 7 14 * % UNDER PACE: 10% 15% 15% 27 X X X X X X X 4 3 7 *
26 X X X X X X X X X 4 5 9 * ARITHMETIC MEAN: 33 33 33 M.P.H. 25 X X X X X X 2 4 6
24 X X X X X 3 2 5 SAMPLE VARIANCE: 24 28 26
23 X 0 1 1
22 X 1 0 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.24 0.28 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.53 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

BEVERLY BOULEVARD
CARLOS
CLOUDY
DRY

Page 248 of 1054 ends

DATE: 01/29/26 DAY: Thursday TIME PERIOD: 12:14PM 12:59PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WHITTIER BLVD AND WASHINGTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 745 BLUFF RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 X X 0 2 2
44 X 1 0 1
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X 1 0 1
40 X X X 1 2 3 85TH %: 32 36 34 M.P.H.
39 X X X 0 3 3
38 X X X X X 1 4 5 50TH %: 27 28 28 M.P.H.
37 X X 1 1 2
36 X X X 1 2 3 15TH %: 24 24 24 M.P.H.
35 X X X X X 2 3 5 *
34 X X X X 1 3 4 * 10 MPH PACE: 22 - 31 23 - 32 23 - 32 M.P.H. 33 X X X X X X 3 3 6 *
32 X X X X X X X X X 3 6 9 P % IN PACE: 79% 67% 73%
31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 17% 25% 20% 29 X X X X X X X X X X X X X X X X X X 9 9 18 E
28 X X X X X X X X X X X X X X X X X X X X X 10 11 21 * % UNDER PACE: 4% 8% 8% 27 X X X X X X X X X X X X X X X X X X X X 11 9 20 *
26 X X X X X X X X X X X X X X X X X X 12 6 18 * ARITHMETIC MEAN: 28 30 29 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X 13 8 21
24 X X X X X X X X X 5 4 9 SAMPLE VARIANCE: 24 33 29
23 X X X X X X X 3 4 7
22 X X X X X X X 4 3 7 STANDARD DEVIATION: 5 6 5 M.P.H. 21 X X X X X 4 1 5
20 X X 0 2 2 VARIANCE OF THE MEAN: 0.24 0.33 0.14
19 X 0 1 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.49 0.57 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

BLUFF ROAD
CARLOS

PARTLY CLOU
DRY

Page 249 of 1054 ends

DATE: 01/29/26 DAY: Thursday TIME PERIOD: 11:08AM 12:08PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WASHINGTON BLVD AND SYCAMORE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1337 BLUFF RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 X 0 1 1
40 X X X 3 0 3 85TH %: 34 32 33 M.P.H.
39 X 1 0 1
38 X 0 1 1 50TH %: 27 27 27 M.P.H.
37 X X 2 0 2
36 X X X 1 2 3 15TH %: 22 23 23 M.P.H.
35 X X X 2 1 3 *
34 X X X 1 2 3 * 10 MPH PACE: 21 - 30 22 - 31 23 - 32 M.P.H. 33 X X X X 1 3 4 *
32 X X X X X 3 2 5 P % IN PACE: 67% 78% 71%
31 X X X X X 2 3 5 A
30 X X X X X X X X 3 5 8 C % OVER PACE: 25% 18% 16%
29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X X 7 4 11 * % UNDER PACE: 8% 4% 13% 27 X X X X X X X X X X X 3 8 11 *
26 X X X X X X X X 4 4 8 * ARITHMETIC MEAN: 28 28 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X 11 7 18
24 X X X X X X X X X 6 3 9 SAMPLE VARIANCE: 37 20 29
23 X X X X X X X X X X X X 3 9 12
22 X X X X X 2 3 5 STANDARD DEVIATION: 6 4 5 M.P.H.
21 X X X X X 4 1 5
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.51 0.30 0.21
19 X X X 2 1 3
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.71 0.55 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
73 67 140
FAIR
RADAR

CITY OF MONTEBELLO
TO

BLUFF ROAD
CARLOS

PARTLY CLOU
DRY

Page 250 of 1054 ends

DATE: 02/03/26 DAY: Tuesday TIME PERIOD: 9:03AM 10:03AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND MADISON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 424 CONCOURSE BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 1 0 1 85TH %: 36 32 34 M.P.H.
39 X X 2 0 2
38 0 0 0 50TH %: 27 27 27 M.P.H.
37 X X 1 1 2
36 X X X 3 0 3 15TH %: 21 23 23 M.P.H.
35 X X 1 1 2 *
34 X X X X 2 2 4 * 10 MPH PACE: 24 - 33 23 - 32 23 - 32 M.P.H. 33 X X 1 1 2 *
32 X X X X 1 3 4 P % IN PACE: 54% 78% 66%
31 X X X X 3 1 4 A
30 X X X X X 1 4 5 C % OVER PACE: 27% 11% 20%
29 X X X X X X X X 2 6 8 E
28 X X 1 1 2 * % UNDER PACE: 20% 11% 14%
27 X X X X X X X X 5 3 8 *
26 X X X X X 1 4 5 * ARITHMETIC MEAN: 29 27 28 M.P.H. 25 X X X X X X 4 2 6
24 X X X X X X X X X X 3 7 10 SAMPLE VARIANCE: 42 21 31 23 X X X X X 1 4 5
22 X 1 0 1 STANDARD DEVIATION: 6 5 6 M.P.H.
21 X X X X 2 2 4
20 X 1 0 1 VARIANCE OF THE MEAN: 1.02 0.47 0.37
19 X X 1 1 2
18 X X 1 1 2 STD. ERROR OF THE MEAN: 1.01 0.68 0.60 M.P.H. 17 X 1 0 1
16 X 0 1 1
15 0 0 0
41 45 86
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Page 251 of 1054 ends

DATE: 02/03/26 DAY: Tuesday TIME PERIOD: 12:29PM 1:29PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MADISON AVE AND WHITTIER BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF CLEVELAND AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X 0 1 1
40 X X X 1 2 3 85TH %: 33 36 35 M.P.H.
39 X X X 0 3 3
38 X X 0 2 2 50TH %: 27 28 28 M.P.H.
37 X X X X X X 3 3 6
36 X X X X X X X X 2 6 8 15TH %: 23 24 24 M.P.H.
35 X X X X 4 0 4 *
34 X X X X X 2 3 5 * 10 MPH PACE: 23 - 32 23 - 32 23 - 32 M.P.H. 33 X X X X X 3 2 5 *
32 X X X X X X X X X X 4 6 10 P % IN PACE: 70% 65% 68%
31 X X X X X X X X X 5 4 9 A
30 X X X X X X 4 2 6 C % OVER PACE: 17% 29% 23%
29 X X X X X X X X X X X 5 6 11 E
28 X X X X X X X X X X X X X X X X X 7 10 17 * % UNDER PACE: 13% 6% 9% 27 X X X X X X X X X X X X 5 7 12 *
26 X X X X X X X X X X 7 3 10 * ARITHMETIC MEAN: 27 30 29 M.P.H. 25 X X X X X X X X X X X X X X X 10 5 15
24 X X X X X X X X X X X X X X X X X 8 9 17 SAMPLE VARIANCE: 25 32 30 23 X X X X X X X X X 6 3 9
22 X X X X X 3 2 5 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X X X X X 2 3 5
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.38 0.17
19 X X X 3 0 3
18 X X 2 0 2 STD. ERROR OF THE MEAN: 0.53 0.61 0.42 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
87 84 171
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Page 252 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 1:39PM 2:39PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): VIA CAMPO AND BEVERLY BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 708 FINDLAY AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 30 30 30 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 25 25 25 M.P.H.
37 0 0 0
36 X 1 0 1 15TH %: 20 20 20 M.P.H.
35 X X 2 0 2 *
34 X X 1 1 2 * 10 MPH PACE: 20 - 29 21 - 30 21 - 30 M.P.H. 33 X X X 1 2 3 *
32 X X 1 1 2 P % IN PACE: 73% 68% 69%
31 X X X X X X 3 3 6 A
30 X X X X X X X 2 5 7 C % OVER PACE: 17% 12% 13%
29 X X X X X X X 4 3 7 E
28 X X X X X X X 3 4 7 * % UNDER PACE: 10% 19% 18%
27 X X X X X X X 5 2 7 *
26 X X X X X X X X X X 4 6 10 * ARITHMETIC MEAN: 25 25 25 M.P.H. 25 X X X X X X X X 6 2 8
24 X X X X X X X X X X X X X 8 5 13 SAMPLE VARIANCE: 21 22 21 23 X X X X X X X X 6 2 8
22 X X X X X X X X X 3 6 9 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X X X 3 4 7
20 X X X X X X X 4 3 7 VARIANCE OF THE MEAN: 0.33 0.38 0.18 19 X X X X X 2 3 5
18 X X X X X 3 2 5 STD. ERROR OF THE MEAN: 0.57 0.62 0.42 M.P.H. 17 X 0 1 1
16 X X 1 1 2
15 X 0 1 1
63 57 120
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Page 253 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 12:33PM 1:33PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND SOUTH CITY LIMIT 65 0 0 0
64 0 0 0 OBSERVATION POINT: 457 FINDLAY AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 26 26 26 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 22 22 22 M.P.H.
37 0 0 0
36 0 0 0 15TH %: 18 18 18 M.P.H.
35 0 0 0 *
34 0 0 0 * 10 MPH PACE: 17 - 26 18 - 27 17 - 26 M.P.H. 33 0 0 0 *
32 0 0 0 P % IN PACE: 84% 87% 85%
31 X X 1 1 2 A
30 X X X 2 1 3 C % OVER PACE: 12% 4% 11%
29 X X X X 3 1 4 E
28 X X 1 1 2 * % UNDER PACE: 4% 9% 5%
27 X X X X X X X X X X 5 5 10 *
26 X X X X X X X X X X X X X X X X X 8 9 17 * ARITHMETIC MEAN: 22 22 22 M.P.H. 25 X X X X X X X X X X X X X X X X X X 9 9 18
24 X X X X X X X X X X X X X X X X X 10 7 17 SAMPLE VARIANCE: 13 12 13 23 X X X X X X X X X X X X X X X X X X 11 7 18
22 X X X X X X X X X X X X X X X X X X X X 8 12 20 STANDARD DEVIATION: 4 3 4 M.P.H. 21 X X X X X X X X X X X X X X X X X 8 9 17
20 X X X X X X X X X X X X X X X X 7 9 16 VARIANCE OF THE MEAN: 0.13 0.12 0.06 19 X X X X X X X X X X X X X X X X X X X X X X X 11 12 23 18 X X X X X X X X X X X X 4 8 12 STD. ERROR OF THE MEAN: 0.37 0.34 0.25 M.P.H. 17 X X X X X X X X X X X X 8 4 12
16 X X X X X X X X 3 5 8
15 X 1 0 1
100 100 200
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Page 254 of 1054 ends

DATE: 01/22/26 DAY: Thursday TIME PERIOD: 9:00AM 9:17AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): POMONA BLVD AND BEVERLY BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 561 GARFIELD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 0 1 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 1 1 2
50 X X X X 3 1 4
49 X X X X X 2 3 5
48 X X 1 1 2
47 X X X X X 3 2 5
46 X X X X 1 3 4
45 X 0 1 1
44 X X X 1 2 3
43 X X X X 2 2 4 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 1 5 6
41 X X X X 2 2 4
40 X X X X X X X X X X X X X 5 8 13 85TH %: 42 44 43 M.P.H. 39 X X X X X X X X X X X X X X 6 8 14
38 X X X X X X X X X X 6 4 10 50TH %: 35 37 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X 10 8 18
36 X X X X X X X X X X 4 6 10 15TH %: 27 29 29 M.P.H. 35 X X X X X X X X X X X X 7 5 12 *
34 X X X X X X X 3 4 7 * 10 MPH PACE: 30 - 39 33 - 42 31 - 40 M.P.H. 33 X X X X X X X X X 4 5 9 *
32 X X X X X 3 2 5 P % IN PACE: 57% 55% 55%
31 X X X X X X X X X X X X 8 4 12 A
30 X X X X X X X X X X X X 6 6 12 C % OVER PACE: 23% 18% 22% 29 X X X X X X X X X 4 5 9 E
28 X X X 1 2 3 * % UNDER PACE: 20% 27% 24%
27 X X X X X X X X 5 3 8 *
26 X X 1 1 2 * ARITHMETIC MEAN: 35 37 36 M.P.H.
25 X X X X 2 2 4
24 X X 1 1 2 SAMPLE VARIANCE: 53 46 50
23 X X X 3 0 3
22 X X 1 1 2 STANDARD DEVIATION: 7 7 7 M.P.H.
21 X X 2 0 2
20 0 0 0 VARIANCE OF THE MEAN: 0.53 0.46 0.25
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.73 0.68 0.50 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 255 of 1054 ends

DATE: 01/22/26 DAY: Thursday TIME PERIOD: 9:22AM 9:41AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND WHITTIER BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 420 GARFIELD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X 0 2 2
50 X 0 1 1
49 X 1 0 1
48 X 0 1 1
47 X 1 0 1
46 X X 0 2 2
45 X X X X X X X 3 4 7
44 X X X 1 2 3
43 X X X X X X X X 5 3 8 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 3 3 6
41 X X X X X X X X X X X X 8 4 12
40 X X X X X X X 3 4 7 85TH %: 41 42 42 M.P.H.
39 X X X X X X X X X 7 2 9
38 X X X X X X 2 4 6 50TH %: 35 33 34 M.P.H.
37 X X X X X X X X X X X X X X 9 5 14
36 X X X X X X X X 6 2 8 15TH %: 28 28 28 M.P.H.
35 X X X X X X X X X 4 5 9 *
34 X X X X X X X X 4 4 8 * 10 MPH PACE: 33 - 42 27 - 36 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X 7 11 18 *
32 X X X X X X X 3 4 7 P % IN PACE: 53% 61% 55%
31 X X X X X X X X X X X X X X X 6 9 15 A
30 X X X X X X X X X X X 4 7 11 C % OVER PACE: 12% 37% 34% 29 X X X X X X X X X X X 7 4 11 E
28 X X X X X X X X 2 6 8 * % UNDER PACE: 35% 2% 12%
27 X X X X X X X X X X X 2 9 11 *
26 X X X X 4 0 4 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 X X X 3 0 3
24 X X X 1 2 3 SAMPLE VARIANCE: 40 41 40
23 X X 2 0 2
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 X 1 0 1 VARIANCE OF THE MEAN: 0.40 0.41 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.64 0.64 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 256 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 11:10AM 11:36AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MINES AVE AND WASHINGTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 718 GREENWOOD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 X 0 1 1 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X 0 1 1
49 X X X 3 0 3
48 X X 0 2 2
47 X 0 1 1
46 X X X X 0 4 4
45 X X 1 1 2
44 X X X X 1 3 4
43 X X X X X 2 3 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X 0 1 1
41 X X X X X X X 2 5 7
40 X X X X X X 3 3 6 85TH %: 39 43 41 M.P.H.
39 X X X X X X X X X X X X X X X X X 8 9 17
38 X X X X X X X X X X X X X X X X 9 7 16 50TH %: 35 37 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X 8 10 18
36 X X X X X X X X X X X X X X X X X 9 8 17 15TH %: 30 31 30 M.P.H. 35 X X X X X X X X X X X X X X X 8 7 15 *
34 X X X X X X X X X X X X 7 5 12 * 10 MPH PACE: 30 - 39 32 - 41 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X 7 7 14 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 75% 67% 71% 31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X 7 5 12 C % OVER PACE: 13% 18% 20% 29 X X X X X X 4 2 6 E
28 X X X X X 2 3 5 * % UNDER PACE: 12% 15% 10%
27 X X X X 3 1 4 *
26 X X X 2 1 3 * ARITHMETIC MEAN: 35 37 36 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 28 31 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.31 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.56 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 257 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 3:55PM 4:19PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WASHINGTON BLVD AND OAKWOOD ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1144 GREENWOOD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 X X 0 2 2
48 X X X X 3 1 4
47 X X 1 1 2
46 X 0 1 1
45 X X 2 0 2
44 X X X X 2 2 4
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 1 2 3
41 X X X X 3 1 4
40 X X X X X X 2 4 6 85TH %: 40 39 40 M.P.H.
39 X X X X X X X X X X X X X X 5 9 14
38 X X X X X X X X X 4 5 9 50TH %: 34 34 34 M.P.H.
37 X X X X X X X X X X X X X 7 6 13
36 X X X X X X X X X X X X X X X X X 8 9 17 15TH %: 28 29 28 M.P.H. 35 X X X X X X X X X X X X X X 9 5 14 *
34 X X X X X X X X X X X X X X X X 8 8 16 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X 6 9 15 *
32 X X X X X X X X X X X 4 7 11 P % IN PACE: 63% 69% 66% 31 X X X X X X X X X 4 5 9 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 16% 15% 16% 29 X X X X X X X 3 4 7 E
28 X X X X X X X 4 3 7 * % UNDER PACE: 21% 16% 19%
27 X X X X X X X 3 4 7 *
26 X X X X X X X 5 2 7 * ARITHMETIC MEAN: 34 35 35 M.P.H. 25 X X X 2 1 3
24 X X X 2 1 3 SAMPLE VARIANCE: 37 29 33
23 X 0 1 1
22 X 1 0 1 STANDARD DEVIATION: 6 5 6 M.P.H.
21 X 1 0 1
20 0 0 0 VARIANCE OF THE MEAN: 0.37 0.29 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.61 0.54 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 258 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 3:25PM 3:47PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OAKWOOD ST AND TELEGRAPH RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1432 GREENWOOD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 0 0 0
50 X X X X 2 2 4
49 X X X 1 2 3
48 X X X 2 1 3
47 X X 1 1 2
46 X X X X X 3 2 5
45 X X X X X 2 3 5
44 X X X 1 2 3
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X X X X 0 6 6
41 X X X X X X X X X X X X X 7 6 13
40 X X X X X X X X X X X X X 6 7 13 85TH %: 41 42 42 M.P.H. 39 X X X X X X X X X X X X 5 7 12
38 X X X X X X X X X X X X X X X X X X X X X 12 9 21 50TH %: 37 37 37 M.P.H. 37 X X X X X X X X X X X X 7 5 12
36 X X X X X X X X X X X X X X X X X X 11 7 18 15TH %: 31 30 30 M.P.H. 35 X X X X X X X X X X X X X X 8 6 14 *
34 X X X X X X X X X X 7 3 10 * 10 MPH PACE: 32 - 41 33 - 42 32 - 41 M.P.H. 33 X X X X X X X X X 4 5 9 *
32 X X X X X X X 3 4 7 P % IN PACE: 70% 61% 65%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X 2 6 8 C % OVER PACE: 14% 13% 17%
29 X X X X X X 2 4 6 E
28 X X X 1 2 3 * % UNDER PACE: 16% 26% 19%
27 X X X X 3 1 4 *
26 X X X X 1 3 4 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 X X X X 1 3 4
24 0 0 0 SAMPLE VARIANCE: 32 36 34
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.36 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.60 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 259 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 12:17PM 1:16PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WHITTIER BLVD AND OLYMPIC BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 220 GREENWOOD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 X X X 1 2 3
40 X X X 2 1 3 85TH %: 33 32 33 M.P.H.
39 X X 1 1 2
38 X X X 2 1 3 50TH %: 28 26 27 M.P.H.
37 X X X 1 2 3
36 X X 1 1 2 15TH %: 24 23 23 M.P.H.
35 X X X X 3 1 4 *
34 X X X X 2 2 4 * 10 MPH PACE: 24 - 33 22 - 31 22 - 31 M.P.H. 33 X X X X X 4 1 5 *
32 X X X X X X X X 3 5 8 P % IN PACE: 71% 76% 73%
31 X X X X X X X X X X 6 4 10 A
30 X X X X X X X X X X X 6 5 11 C % OVER PACE: 15% 17% 20% 29 X X X X X X X X X X X X X X X X X X 11 7 18 E
28 X X X X X X X X X X X X X X X X X X 8 10 18 * % UNDER PACE: 14% 7% 8% 27 X X X X X X X X X X X X X X X X X X 11 7 18 *
26 X X X X X X X X X X X X X X X X X X X X 9 11 20 * ARITHMETIC MEAN: 28 27 28 M.P.H. 25 X X X X X X X X X X X X X X X X 7 9 16
24 X X X X X X X X X X X X 6 6 12 SAMPLE VARIANCE: 28 25 26 23 X X X X X X X X X X X X X 2 11 13
22 X X X X X X X X X X 4 6 10 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X 2 3 5
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.28 0.25 0.13
19 X X X 2 1 3
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.50 0.36 M.P.H. 17 X X 1 1 2
16 X 0 1 1
15 0 0 0
100 100 200
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TO

GREENWOOD AVENUE
CARLOS

PARTLY SUNN
DRY

Page 260 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 11:43AM 12:10PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLYMPIC BLVD AND MONTEBELLO WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 520 GREENWOOD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 30 30 30 M.P.H.
39 X 0 1 1
38 X 0 1 1 50TH %: 26 25 26 M.P.H.
37 X X X 2 1 3
36 X X 1 1 2 15TH %: 23 21 22 M.P.H.
35 X X 2 0 2 *
34 X 0 1 1 * 10 MPH PACE: 22 - 31 21 - 30 22 - 31 M.P.H. 33 X X X X X X 2 4 6 *
32 X X X X X X 3 3 6 P % IN PACE: 81% 74% 77%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X X X X X X X X X 7 8 15 C % OVER PACE: 10% 15% 11% 29 X X X X X X X X X X X X X X X X X 11 6 17 E
28 X X X X X X X X X X X X X X X 8 7 15 * % UNDER PACE: 9% 11% 12% 27 X X X X X X X X X X X X X 8 5 13 *
26 X X X X X X X X X X X X X X X X X X X 10 9 19 * ARITHMETIC MEAN: 27 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X X X X X X X 13 15 28 24 X X X X X X X X X X X X X 8 5 13 SAMPLE VARIANCE: 17 22 19 23 X X X X X X X X X X X X X 6 7 13
22 X X X X X X X X X X X X X 5 8 13 STANDARD DEVIATION: 4 5 4 M.P.H. 21 X X X X X X 2 4 6
20 X X X X X 3 2 5 VARIANCE OF THE MEAN: 0.17 0.22 0.10 19 X X X X X 1 4 5
18 X X X 1 2 3 STD. ERROR OF THE MEAN: 0.41 0.47 0.31 M.P.H. 17 X X X X 1 3 4
16 X 1 0 1
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

GREENWOOD AVENUE
CARLOS

PARTLY SUNN
DRY

Page 261 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 12:50PM 1:50PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WILCOX AVE AND VIA ACOSTA 65 0 0 0
64 0 0 0 OBSERVATION POINT: 617 HAY ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 27 27 27 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 22 22 22 M.P.H.
37 0 0 0
36 X 0 1 1 15TH %: 19 18 18 M.P.H.
35 X X 1 1 2 *
34 X 1 0 1 * 10 MPH PACE: 18 - 27 18 - 27 18 - 27 M.P.H. 33 X 0 1 1 *
32 X 1 0 1 P % IN PACE: 83% 80% 82%
31 X X 1 1 2 A
30 X X X 1 2 3 C % OVER PACE: 9% 10% 10%
29 X X X X X 2 3 5 E
28 X X X 2 1 3 * % UNDER PACE: 8% 10% 9%
27 X X X X X X X X X X X X X X X X 10 6 16 *
26 X X X X X X X X X X 5 5 10 * ARITHMETIC MEAN: 23 23 23 M.P.H. 25 X X X X X X X X X X X X X X X X X X 9 9 18
24 X X X X X X X X X X X X X X 8 6 14 SAMPLE VARIANCE: 16 18 17 23 X X X X X X X X X X X X X X X X X X X X X 9 12 21
22 X X X X X X X X X X X X X X X X X X X X X X 13 9 22 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X X X X X X X X X X X X X X 10 10 20
20 X X X X X X X X X X X X X X 8 6 14 VARIANCE OF THE MEAN: 0.16 0.18 0.08 19 X X X X X X X X X X X X X X X X 6 10 16
18 X X X X X X X X X X X X 5 7 12 STD. ERROR OF THE MEAN: 0.40 0.42 0.29 M.P.H. 17 X X X X X X X 4 3 7
16 X X X X X X 1 5 6
15 X X X X X 3 2 5
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

HAY STREET
CARLOS

PARTLY CLOU
DRY

Page 262 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 1:56PM 2:56PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): VIA ACOSTA AND VIA CORONA 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF PLAZA LIBRE S
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 25 24 24 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 21 20 20 M.P.H.
37 0 0 0
36 0 0 0 15TH %: 16 16 16 M.P.H.
35 0 0 0 *
34 0 0 0 * 10 MPH PACE: 15 - 24 15 - 24 15 - 24 M.P.H. 33 0 0 0 *
32 0 0 0 P % IN PACE: 79% 91% 85%
31 0 0 0 A
30 X X 2 0 2 C % OVER PACE: 21% 9% 15%
29 X 1 0 1 E
28 X X 1 1 2 * % UNDER PACE: 0% 0% 0%
27 X X X 2 1 3 *
26 X X X X X 3 2 5 * ARITHMETIC MEAN: 21 20 20 M.P.H. 25 X X X X X X X X X X 7 3 10
24 X X X X X X X X 4 4 8 SAMPLE VARIANCE: 16 10 13
23 X X X X X X X X X X X X X X 6 8 14
22 X X X X X X X X X X X X X X X X X X X 10 9 19 STANDARD DEVIATION: 4 3 4 M.P.H. 21 X X X X X X X X X X X X 4 8 12
20 X X X X X X X X X X X X 6 6 12 VARIANCE OF THE MEAN: 0.21 0.12 0.08 19 X X X X X X X X X X X X X X X 4 11 15
18 X X X X X X X X X X X X X X X 7 8 15 STD. ERROR OF THE MEAN: 0.46 0.34 0.29 M.P.H. 17 X X X X X X X X X X X X 6 6 12
16 X X X X X X X X X X X X X 5 8 13
15 X X X X X X X X X X X X 8 4 12
76 79 155
FAIR
RADAR

CITY OF MONTEBELLO
TO

HAY STREET
CARLOS

PARTLY CLOU
DRY

Page 263 of 1054 ends

DATE: 01/30/26 DAY: Friday TIME PERIOD: 10:00AM 11:00AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): JEFFERSON BLVD AND LINCOLN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF SANDY HOOK AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 1 0 1
44 X X 0 2 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 2 1 3
41 X X X 1 2 3
40 0 0 0 85TH %: 35 36 36 M.P.H.
39 X X X X 3 1 4
38 X X X X 1 3 4 50TH %: 28 29 28 M.P.H.
37 0 0 0
36 X X X 2 1 3 15TH %: 24 23 24 M.P.H.
35 X X X 1 2 3 *
34 X X X X 3 1 4 * 10 MPH PACE: 23 - 32 23 - 32 23 - 32 M.P.H. 33 X 1 0 1 *
32 X X X X X X 2 4 6 P % IN PACE: 69% 69% 69%
31 X X X X X X X 4 3 7 A
30 X X X X X X X X X 3 6 9 C % OVER PACE: 23% 21% 22%
29 X X X X X X X X X X 4 6 10 E
28 X X X X X X X X X X X X X X 8 6 14 * % UNDER PACE: 8% 10% 9% 27 X X X X X X X X X 4 5 9 *
26 X X X X X X X X 5 3 8 * ARITHMETIC MEAN: 29 29 29 M.P.H. 25 X X X X X X X X X X 6 4 10
24 X X X X X X X 5 2 7 SAMPLE VARIANCE: 34 35 34
23 X X X X X X X 3 4 7
22 X X X 1 2 3 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X X X X X 2 3 5
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.53 0.56 0.27
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.73 0.75 0.52 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
64 62 126
FAIR
RADAR

CITY OF MONTEBELLO
TO

HOWARD AVENUE
CARLOS
SUNNY
DRY

Page 264 of 1054 ends

DATE: 01/30/26 DAY: Friday TIME PERIOD: 9:01AM 9:53AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LINCOLN AVE AND BEVERLY BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 535 HOWARD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X 0 1 1
40 X 0 1 1 85TH %: 32 32 32 M.P.H.
39 X X X 2 1 3
38 X X 1 1 2 50TH %: 27 28 27 M.P.H.
37 X X X 2 1 3
36 X X X 1 2 3 15TH %: 24 24 24 M.P.H.
35 X X X X X X X 3 4 7 *
34 X X X X 2 2 4 * 10 MPH PACE: 23 - 32 23 - 32 23 - 32 M.P.H. 33 X X X X X 4 1 5 *
32 X X X X X X X X X 5 4 9 P % IN PACE: 78% 76% 77%
31 X X X X X X X X X X 3 7 10 A
30 X X X X X X X X X X X X X X X 5 10 15 C % OVER PACE: 15% 14% 15% 29 X X X X X X X X X X X X X X 7 7 14 E
28 X X X X X X X X X X X X X X X X X X 9 9 18 * % UNDER PACE: 7% 10% 9% 27 X X X X X X X X X X X X X X X X X X X X 10 10 20 *
26 X X X X X X X X X X X X X X X X X X X X X X X X X X 14 12 26 * ARITHMETIC MEAN: 28 28 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 12 7 19
24 X X X X X X X X X X X X X X X 8 7 15 SAMPLE VARIANCE: 18 21 19 23 X X X X X X X X 5 3 8
22 X X X X X X X 3 4 7 STANDARD DEVIATION: 4 5 4 M.P.H. 21 X X X X X 3 2 5
20 X X X X 1 3 4 VARIANCE OF THE MEAN: 0.18 0.21 0.10
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.42 0.45 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

HOWARD AVENUE
CARLOS
SUNNY
DRY

Page 265 of 1054 ends

DATE: 01/30/26 DAY: Friday TIME PERIOD: 11:05AM 12:05PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): HOWARD AVE AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF ALFRED PL
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X 0 1 1
40 X X 1 1 2 85TH %: 34 36 35 M.P.H.
39 X 0 1 1
38 X X 1 1 2 50TH %: 28 29 28 M.P.H.
37 0 0 0
36 X X X X 1 3 4 15TH %: 23 22 23 M.P.H.
35 X X X X 3 1 4 *
34 X X X X X X 2 4 6 * 10 MPH PACE: 26 - 35 25 - 34 25 - 34 M.P.H. 33 X X X X X X X X 5 3 8 *
32 X X X X X X X X 4 4 8 P % IN PACE: 64% 55% 59%
31 X X X X 1 3 4 A
30 X X X X X 3 2 5 C % OVER PACE: 7% 19% 16%
29 X X X X X X 3 3 6 E
28 X X X X X X X X X X X 6 5 11 * % UNDER PACE: 29% 26% 25% 27 X X X X X 3 2 5 *
26 X X X X X X X X X 5 4 9 * ARITHMETIC MEAN: 29 29 29 M.P.H. 25 X X X X X 3 2 5
24 X X X X X X 2 4 6 SAMPLE VARIANCE: 27 41 34
23 X X X X X X 4 2 6
22 X X X X 3 1 4 STANDARD DEVIATION: 5 6 6 M.P.H.
21 X X X X 1 3 4
20 X X X X 2 2 4 VARIANCE OF THE MEAN: 0.49 0.70 0.30
19 X X X X 1 3 4
18 0 0 0 STD. ERROR OF THE MEAN: 0.70 0.84 0.55 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
55 58 113
FAIR
RADAR

CITY OF MONTEBELLO
TO

JEFFERSON BOULEVARD
CARLOS
SUNNY
DRY

Page 266 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 3:10PM 3:38PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILCOX AVE AND MAPLE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2009 LINCOLN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 X X 1 1 2
49 0 0 0
48 X 0 1 1
47 X 1 0 1
46 X 0 1 1
45 X 0 1 1
44 X 1 0 1
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X 1 0 1
40 X 0 1 1 85TH %: 30 31 31 M.P.H.
39 X 1 0 1
38 X X 1 1 2 50TH %: 25 26 26 M.P.H.
37 X 0 1 1
36 0 0 0 15TH %: 22 23 23 M.P.H.
35 X X 1 1 2 *
34 X 1 0 1 * 10 MPH PACE: 21 - 30 21 - 30 21 - 30 M.P.H. 33 X X 1 1 2 *
32 X X X 2 1 3 P % IN PACE: 85% 80% 83%
31 X X X X X X 1 5 6 A
30 X X X X X X X X X X X X 6 6 12 C % OVER PACE: 13% 19% 16% 29 X X X X X X X X X X X X X 6 7 13 E
28 X X X X X X X X X X X X X X X X X X 8 10 18 * % UNDER PACE: 2% 1% 2% 27 X X X X X X X X X X X X X X X 7 8 15 *
26 X X X X X X X X X X X X X X X X X X X X X X X 10 13 23 * ARITHMETIC MEAN: 27 28 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X X 13 10 23 24 X X X X X X X X X X X X X X X X X X 12 6 18 SAMPLE VARIANCE: 31 42 37 23 X X X X X X X X X X X X X X X X X X X 10 9 19
22 X X X X X X X X X X X X X 8 5 13 STANDARD DEVIATION: 6 7 6 M.P.H. 21 X X X X X X X X X X X 5 6 11
20 X X 1 1 2 VARIANCE OF THE MEAN: 0.31 0.42 0.18
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.55 0.65 0.43 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

LINCOLN AVENUE
CARLOS

PARTLY CLOU
DRY

Page 267 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 3:45PM 4:09PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MAPLE AVE AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1221 LINCOLN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 0 1 1
50 X 0 1 1
49 X 0 1 1
48 0 0 0
47 X X 1 1 2
46 0 0 0
45 X 1 0 1
44 X 0 1 1
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X 1 1 2
40 X X 2 0 2 85TH %: 35 36 36 M.P.H.
39 X X 1 1 2
38 X X X X X 1 4 5 50TH %: 28 30 29 M.P.H.
37 X X X X X 2 3 5
36 X X X X 2 2 4 15TH %: 23 25 24 M.P.H.
35 X X X X X X X X X 3 6 9 *
34 X X X X X X 2 4 6 * 10 MPH PACE: 23 - 32 25 - 34 23 - 32 M.P.H. 33 X X X X X X X 4 3 7 *
32 X X X X X X X X X X X X X X X X X X 8 10 18 P % IN PACE: 65% 67% 66% 31 X X X X X X X X X X X X X X X 6 9 15 A
30 X X X X X X X X X X 5 5 10 C % OVER PACE: 23% 23% 27% 29 X X X X X X X X X X X X X X 8 6 14 E
28 X X X X X X X X X X X X X X X X X X X X X X 11 11 22 * % UNDER PACE: 12% 10% 8% 27 X X X X X X X X X X X X 4 8 12 *
26 X X X X X X X X 4 4 8 * ARITHMETIC MEAN: 29 31 30 M.P.H. 25 X X X X X X X X X X X X X X X 8 7 15
24 X X X X X X X X X 6 3 9 SAMPLE VARIANCE: 43 37 41
23 X X X X X X X X 5 3 8
22 X X X X X X 4 2 6 STANDARD DEVIATION: 7 6 6 M.P.H. 21 X X X X X X 5 1 6
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.43 0.37 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.66 0.61 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

LINCOLN AVENUE
CARLOS

PARTLY CLOU
DRY

Page 268 of 1054 ends

DATE: 01/30/26 DAY: Friday TIME PERIOD: 12:12PM 12:49PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MONTEBELLO BLVD AND VICTORIA AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 615 LINCOLN AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 0 0 0
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X 0 1 1
40 X 1 0 1 85TH %: 31 31 31 M.P.H.
39 X X 1 1 2
38 X X X 2 1 3 50TH %: 26 27 26 M.P.H.
37 X X X X 1 3 4
36 X X X 2 1 3 15TH %: 22 22 22 M.P.H.
35 X X 1 1 2 *
34 X X 1 1 2 * 10 MPH PACE: 22 - 31 21 - 30 21 - 30 M.P.H. 33 X X X X X 3 2 5 *
32 X X 1 1 2 P % IN PACE: 75% 75% 75%
31 X X X X X 2 3 5 A
30 X X X X X X X X X X X X 7 5 12 C % OVER PACE: 15% 17% 17% 29 X X X X X X X X X X X X X X X X 4 12 16 E
28 X X X X X X X X X X X X X X X X X 8 9 17 * % UNDER PACE: 10% 8% 8% 27 X X X X X X X X X X X X X X X 6 9 15 *
26 X X X X X X X X X X X X X X X X X X X X X X 10 12 22 * ARITHMETIC MEAN: 27 27 27 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X 11 9 20
24 X X X X X X X X X X X X X X X X X X X X X X 14 8 22 SAMPLE VARIANCE: 27 27 27 23 X X X X X X X X X X X X 8 4 12
22 X X X X X X X X 5 3 8 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X X 2 4 6
20 X X X X X X 4 2 6 VARIANCE OF THE MEAN: 0.27 0.27 0.13 19 X X X X X X 3 3 6
18 X X X 1 2 3 STD. ERROR OF THE MEAN: 0.52 0.52 0.37 M.P.H. 17 X 0 1 1
16 0 0 0
15 0 0 0
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Page 269 of 1054 ends

DATE: 01/30/26 DAY: Friday TIME PERIOD: 12:55PM 1:37PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): VICTORIA AVE AND AVENIDA DE LA MERCED 65 0 0 0
64 0 0 0 OBSERVATION POINT: EAST OF RAYWOOD AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 0 1 1
44 X X 1 1 2
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X 0 1 1
40 X X 1 1 2 85TH %: 32 36 35 M.P.H.
39 X X X X X 1 4 5
38 X X X X 2 2 4 50TH %: 27 28 27 M.P.H.
37 X X 1 1 2
36 X X X X X 1 4 5 15TH %: 23 24 24 M.P.H.
35 X X X X 1 3 4 *
34 X X X X X X 2 4 6 * 10 MPH PACE: 21 - 30 23 - 32 23 - 32 M.P.H. 33 X X X X X 2 3 5 *
32 X X X X X X 2 4 6 P % IN PACE: 76% 64% 70%
31 X X X X X X X X 3 5 8 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 19% 28% 21% 29 X X X X X X X X X X X X X 8 5 13 E
28 X X X X X X X X X X X X X X X X 9 7 16 * % UNDER PACE: 5% 8% 10% 27 X X X X X X X X X X X X X X X X 11 5 16 *
26 X X X X X X X X X X X X X X X X X X X 9 10 19 * ARITHMETIC MEAN: 28 30 29 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X 13 7 20
24 X X X X X X X X X X X X X X X X X X 9 9 18 SAMPLE VARIANCE: 26 37 32 23 X X X X X X X X X 4 5 9
22 X X X X X 2 3 5 STANDARD DEVIATION: 5 6 6 M.P.H.
21 X X X X X X 4 2 6
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.26 0.37 0.16
19 X X X 2 1 3
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.51 0.61 0.40 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 270 of 1054 ends

DATE: 01/30/26 DAY: Friday TIME PERIOD: 1:45PM 1:55PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): AVENIDA DE LA MERCED AND SAN GABRIEL BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: LINCOLN AVE TRAIL HEAD PARKING LOT 63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 0 0 0
46 X X X 2 1 3
45 X X 1 1 2
44 0 0 0
43 X X X X 3 1 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 1 3 4
41 X X X X 2 2 4
40 X X X X X X X 5 2 7 85TH %: 40 38 39 M.P.H.
39 X X X X X X X X 5 3 8
38 X X X X 2 2 4 50TH %: 31 31 31 M.P.H.
37 X X X X X 1 4 5
36 X X X X X X 3 3 6 15TH %: 26 25 26 M.P.H.
35 X X X X X X X X X X X X X 4 9 13 *
34 X X X X X X X X X X 3 7 10 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X 2 2 4 *
32 X X X X X X X X X 4 5 9 P % IN PACE: 57% 60% 59%
31 X X X X X X X X X X 7 3 10 A
30 X X X X X X X X X X 6 4 10 C % OVER PACE: 30% 24% 27% 29 X X X X X X X X X X X X X X X X X X 8 10 18 E
28 X X X X X X X X X 4 5 9 * % UNDER PACE: 13% 15% 14%
27 X X X X X X X X X X 4 6 10 *
26 X X X X X X X X X X X X 8 4 12 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X X X X 4 2 6
24 X X X X X X 3 3 6 SAMPLE VARIANCE: 41 36 38
23 X X X 2 1 3
22 X X X X X X X 1 6 7 STANDARD DEVIATION: 6 6 6 M.P.H. 21 X X 1 1 2
20 X 0 1 1 VARIANCE OF THE MEAN: 0.47 0.40 0.22
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.69 0.63 0.46 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
87 91 178
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Page 271 of 1054 ends

DATE: 01/29/26 DAY: Thursday TIME PERIOD: 3:16PM 3:59PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): VAIL AVE AND GREENWOOD AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF TAYLOR AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 0 0 0
44 X 1 0 1
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 2 2 4
41 X 0 1 1
40 X X 1 1 2 85TH %: 33 31 32 M.P.H.
39 X X X 1 2 3
38 X 1 0 1 50TH %: 26 26 26 M.P.H.
37 X X X 2 1 3
36 X X 1 1 2 15TH %: 23 22 23 M.P.H.
35 X X X 2 1 3 *
34 X X X X X 3 2 5 * 10 MPH PACE: 23 - 32 21 - 30 21 - 30 M.P.H. 33 X X X 2 1 3 *
32 X X X X X 3 2 5 P % IN PACE: 73% 78% 75%
31 X X X X X X X X 5 3 8 A
30 X X X X X X X 3 4 7 C % OVER PACE: 17% 18% 22%
29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X X X X X 7 7 14 * % UNDER PACE: 10% 4% 4% 27 X X X X X X X X X X X X X X 5 9 14 *
26 X X X X X X X X X X X X X X X X X X X X X X X 10 13 23 * ARITHMETIC MEAN: 28 27 27 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X X X X X 14 10 24 24 X X X X X X X X X X X X X X X X X X X X X 12 9 21 SAMPLE VARIANCE: 30 28 29 23 X X X X X X X X X X X X X X X 8 7 15
22 X X X X X X X X X X X 3 8 11 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X X X X X 4 5 9
20 X X X X X 3 2 5 VARIANCE OF THE MEAN: 0.30 0.28 0.15 19 X 0 1 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.55 0.53 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 272 of 1054 ends

DATE: 01/29/26 DAY: Thursday TIME PERIOD: 2:10PM 3:10PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GREENWOOD AVE AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 844 MINES AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X X X 2 1 3
44 0 0 0
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X 0 1 1
40 X 1 0 1 85TH %: 32 32 32 M.P.H.
39 X 0 1 1
38 X 1 0 1 50TH %: 26 25 25 M.P.H.
37 X X 1 1 2
36 X X 1 1 2 15TH %: 22 20 21 M.P.H.
35 X X 0 2 2 *
34 X 1 0 1 * 10 MPH PACE: 21 - 30 20 - 29 20 - 29 M.P.H. 33 X X X X 3 1 4 *
32 X X X X 2 2 4 P % IN PACE: 73% 69% 70%
31 X X X X 1 3 4 A
30 X X X X X 3 2 5 C % OVER PACE: 19% 24% 24%
29 X X X X X X X 2 5 7 E
28 X X X X X X X X X 5 4 9 * % UNDER PACE: 8% 7% 7%
27 X X X X X X X X X X 7 3 10 *
26 X X X X X X X X X X X 8 3 11 * ARITHMETIC MEAN: 27 27 27 M.P.H. 25 X X X X X X X X X X X X X 4 9 13
24 X X X X X X X X X X X X X X X X 10 6 16 SAMPLE VARIANCE: 37 43 40 23 X X X X X X X X X 6 3 9
22 X X X X X X X X X X X X X X X X 9 7 16 STANDARD DEVIATION: 6 7 6 M.P.H. 21 X X X X X X 3 3 6
20 X X X X X X X X X 1 8 9 VARIANCE OF THE MEAN: 0.47 0.58 0.26 19 X X X X 2 2 4
18 X X X X X 2 3 5 STD. ERROR OF THE MEAN: 0.69 0.76 0.51 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
78 74 152
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Page 273 of 1054 ends

DATE: 01/29/26 DAY: Thursday TIME PERIOD: 1:05PM 2:05PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MONTEBELLO BLVD AND BLUFF RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF 5TH ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 X 1 0 1
49 X X X 0 3 3
48 X 0 1 1
47 0 0 0
46 X X X 1 2 3
45 X X 2 0 2
44 X 0 1 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 3 2 5
41 X 0 1 1
40 X 1 0 1 85TH %: 37 39 37 M.P.H.
39 X X X X X 2 3 5
38 X X 1 1 2 50TH %: 26 27 27 M.P.H.
37 X X X 2 1 3
36 X X X X 2 2 4 15TH %: 22 23 23 M.P.H.
35 X X X X X X 1 5 6 *
34 X X X X X 3 2 5 * 10 MPH PACE: 21 - 30 22 - 31 22 - 31 M.P.H. 33 X X X X 1 3 4 *
32 X X X X 2 2 4 P % IN PACE: 67% 63% 64%
31 X X X X X X X 2 5 7 A
30 X X X X 3 1 4 C % OVER PACE: 28% 33% 30%
29 X X X X X X X X 4 4 8 E
28 X X X X X X X X 3 5 8 * % UNDER PACE: 4% 3% 6%
27 X X X X X X X X X X 6 4 10 *
26 X X X X X X X X X X X X X X 10 4 14 * ARITHMETIC MEAN: 28 30 29 M.P.H. 25 X X X X X X X X X X X X X X X X 7 9 16
24 X X X X X X X X X X X X X X X X X 9 8 17 SAMPLE VARIANCE: 49 61 56 23 X X X X X X X X X X X X X X X X X X 8 10 18
22 X X X X X X X X X X X X X 6 7 13 STANDARD DEVIATION: 7 8 7 M.P.H. 21 X X X X X X 4 2 6
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.55 0.68 0.31
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.74 0.83 0.56 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
89 90 179
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Page 274 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 12:23PM 1:21PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): PLAZA DR AND PARAMOUNT BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: THE SHOPPES OF MONTEBELLO PARKING LOT (NEAR OLD NAVY) 63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 2 0 2
50 X 0 1 1
49 X 0 1 1
48 X X X 2 1 3
47 X X X 0 3 3
46 X X X 2 1 3
45 X X 1 1 2
44 X X 1 1 2
43 X X X X 2 2 4 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 1 3 4
41 X X X X X X 5 1 6
40 X X X X X X X X X 2 7 9 85TH %: 41 41 41 M.P.H.
39 X X X X X X X X X 6 3 9
38 X X X X X X X X X 4 5 9 50TH %: 35 34 35 M.P.H.
37 X X X X X X X X X X X X 8 4 12
36 X X X X X X X X X X X X X X 5 9 14 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X X X X X 11 6 17 *
34 X X X X X X X X X X X X X X X 6 9 15 * 10 MPH PACE: 32 - 41 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X X X X X 9 4 13 *
32 X X X X X X X X X X X X 7 5 12 P % IN PACE: 63% 60% 61% 31 X X X X X X X X X 3 6 9 A
30 X X X X X X X X X X X 4 7 11 C % OVER PACE: 11% 26% 25% 29 X X X X X X X X X X 5 5 10 E
28 X X X X X X 4 2 6 * % UNDER PACE: 26% 14% 14%
27 X X X X X 1 4 5 *
26 X X X X X 2 3 5 * ARITHMETIC MEAN: 35 35 35 M.P.H. 25 X X X X 1 3 4
24 X X X 3 0 3 SAMPLE VARIANCE: 37 40 38
23 X X 1 1 2
22 X X 2 0 2 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.37 0.40 0.19
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.61 0.63 0.44 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 275 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 11:48AM 12:17PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): PARAMOUNT BLVD AND JEFFERSON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1401 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 1 0 1
50 X X 1 1 2
49 X 1 0 1
48 X X X X 2 2 4
47 X 1 0 1
46 X X X 2 1 3
45 X X X X X X 3 3 6
44 X X X X 2 2 4
43 X X X X X 4 1 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X X X X X 4 4 8
41 X X X X X X X X X 3 6 9
40 X X X X X X X X X X X X X X 7 7 14 85TH %: 43 41 42 M.P.H. 39 X X X X X X X X X X X X X X X X 5 11 16
38 X X X X X X X X X X X X X X X X X X 9 9 18 50TH %: 37 37 37 M.P.H. 37 X X X X X X X X X X X X X X 8 6 14
36 X X X X X X X X X X X X X X X X X X X X 10 10 20 15TH %: 31 33 31 M.P.H. 35 X X X X X X X X X X X X X X X 6 9 15 *
34 X X X X X X X X X X X X 4 8 12 * 10 MPH PACE: 31 - 40 33 - 42 33 - 42 M.P.H. 33 X X X X X X X X X X X 5 6 11 *
32 X X X X X 2 3 5 P % IN PACE: 62% 76% 69%
31 X X X X X X X X X X 6 4 10 A
30 X X X X X 3 2 5 C % OVER PACE: 24% 10% 14%
29 X X X X X X X 5 2 7 E
28 X X X 1 2 3 * % UNDER PACE: 14% 14% 18%
27 X X X 3 0 3 *
26 X X 1 1 2 * ARITHMETIC MEAN: 37 37 37 M.P.H.
25 X 1 0 1
24 0 0 0 SAMPLE VARIANCE: 32 21 27
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 6 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.21 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.46 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 276 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 11:20AM 11:42AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): JEFFERSON BLVD AND LINCOLN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 734 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X 0 2 2
50 X 0 1 1
49 X X X 2 1 3
48 X X X X 2 2 4
47 X X X 1 2 3
46 X X X X 3 1 4
45 X X X X 1 3 4
44 X X 0 2 2
43 X X X X X 1 4 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X 1 4 5
41 X X X X X X 3 3 6
40 X X X X X X X X X 3 6 9 85TH %: 40 43 42 M.P.H.
39 X X X X X X X X X X X X X X X X X 9 8 17
38 X X X X X X X X X X X X X X X X X X X X 11 9 20 50TH %: 36 37 36 M.P.H. 37 X X X X X X X X X 6 3 9
36 X X X X X X X X X X X X 8 4 12 15TH %: 31 30 31 M.P.H. 35 X X X X X X X X X X X X X X 10 4 14 *
34 X X X X X X X 5 2 7 * 10 MPH PACE: 31 - 40 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X 4 6 10 *
32 X X X X X X X X X X X X X X X X X X X 11 8 19 P % IN PACE: 74% 59% 67% 31 X X X X X X X X X X X X X X X X 7 9 16 A
30 X X X X X X 3 3 6 C % OVER PACE: 15% 25% 20%
29 X X X X X 3 2 5 E
28 X X X X X 1 4 5 * % UNDER PACE: 11% 16% 14%
27 X X X 2 1 3 *
26 X X X X 1 3 4 * ARITHMETIC MEAN: 36 37 36 M.P.H.
25 X X X 1 2 3
24 X 0 1 1 SAMPLE VARIANCE: 29 41 35
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.41 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.64 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 277 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 10:52AM 11:14AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LINCOLN AVE AND BEVERLY BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 624 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X X 2 0 2
48 X 0 1 1
47 X X 1 1 2
46 X X X 2 1 3
45 X 1 0 1
44 X X X X X X 5 1 6
43 X X X X X 2 3 5 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X 2 6 8
41 X X X X X X X X X X X X 5 7 12
40 X X X X X X X X X X X X X X X X X 7 10 17 85TH %: 41 41 41 M.P.H. 39 X X X X X X X X X 5 4 9
38 X X X X X X X X X X X X 6 6 12 50TH %: 36 36 36 M.P.H. 37 X X X X X X X X X X X 7 4 11
36 X X X X X X X X X X X X X X X X X X 9 9 18 15TH %: 31 29 30 M.P.H. 35 X X X X X X X X X X 6 4 10 *
34 X X X X X X X X X X X X X 5 8 13 * 10 MPH PACE: 31 - 40 32 - 41 32 - 41 M.P.H. 33 X X X X X X X X X X X X X X 10 4 14 *
32 X X X X X X X X X X X X 5 7 12 P % IN PACE: 67% 63% 64% 31 X X X X X X X X X X 7 3 10 A
30 X X X X X X X X X X X 5 6 11 C % OVER PACE: 20% 13% 14% 29 X X 0 2 2 E
28 X X X X X 1 4 5 * % UNDER PACE: 13% 24% 22%
27 X X X X X X 4 2 6 *
26 X X X X 1 3 4 * ARITHMETIC MEAN: 36 35 36 M.P.H.
25 X X X X 2 2 4
24 X 0 1 1 SAMPLE VARIANCE: 29 30 29
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.30 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.55 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 278 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 10:30AM 10:47AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND MADISON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 344 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X X 2 0 2
47 X X X 0 3 3
46 X X X 1 2 3
45 X X X X 2 2 4
44 X X 1 1 2
43 X X X 2 1 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X 4 2 6
41 X X X X 2 2 4
40 X X X X X 1 4 5 85TH %: 39 40 40 M.P.H.
39 X X X X X X X X X X X 5 6 11
38 X X X X X X X X X X X X X X X X X 8 9 17 50TH %: 35 34 35 M.P.H. 37 X X X X X X X X X X X 6 5 11
36 X X X X X X X X X X X X X X 9 5 14 15TH %: 28 27 28 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 11 8 19 *
34 X X X X X X X X 5 3 8 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X 6 8 14 *
32 X X X X X X X X X X X X X 8 5 13 P % IN PACE: 65% 61% 63% 31 X X X X X X X X X X 4 6 10 A
30 X X X X X X X X X 3 6 9 C % OVER PACE: 15% 17% 16%
29 X X X X X X 2 4 6 E
28 X X X X X X X X X 6 3 9 * % UNDER PACE: 20% 22% 21%
27 X X X X 2 2 4 *
26 X X X X X X X X X 5 4 9 * ARITHMETIC MEAN: 34 34 34 M.P.H. 25 X X X X X 1 4 5
24 X X 1 1 2 SAMPLE VARIANCE: 32 37 34
23 X X X X 2 2 4
22 X X 0 2 2 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 1 0 1
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.37 0.17
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.61 0.41 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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CARLOS
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DRY

Page 279 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 9:56AM 10:25AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MADISON AVE AND WHITTIER BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 140 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X X 0 2 2
46 X 1 0 1
45 X X X 1 2 3
44 X X X 3 0 3
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 0 0 0
41 X X X 0 3 3
40 X X X X X X X X X 3 6 9 85TH %: 38 39 38 M.P.H.
39 X X X X X X X 4 3 7
38 X X X X X X X X X X X X X X X X X 9 8 17 50TH %: 33 33 33 M.P.H. 37 X X X X X X X X 4 4 8
36 X X X X X X X X X X X X 6 6 12 15TH %: 29 28 28 M.P.H. 35 X X X X X X X X X X X X X X X X 7 9 16 *
34 X X X X X X X X X X X X X X X X 10 6 16 * 10 MPH PACE: 29 - 38 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X X 11 8 19 *
32 X X X X X X X X 3 5 8 P % IN PACE: 74% 62% 68%
31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X X X X X X X X 11 5 16 C % OVER PACE: 13% 25% 24% 29 X X X X X X X X X X X X 6 6 12 E
28 X X X X X X X X X X X X X X X X X X 9 9 18 * % UNDER PACE: 13% 13% 9% 27 X X X X X 1 4 5 *
26 X X X X 1 3 4 * ARITHMETIC MEAN: 34 34 34 M.P.H.
25 X X X X X X 2 4 6
24 X 0 1 1 SAMPLE VARIANCE: 21 29 25
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.21 0.29 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.46 0.53 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 280 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 1:54PM 2:44PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WHITTIER BLVD AND TRUCK WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 125 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 X 0 1 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 X 1 0 1
40 X X X 1 2 3 85TH %: 35 34 35 M.P.H.
39 X 0 1 1
38 X X X 2 1 3 50TH %: 31 29 30 M.P.H.
37 X 0 1 1
36 X X X 1 2 3 15TH %: 27 24 26 M.P.H.
35 X X X X X X X X X X X X X X X X X 12 5 17 *
34 X X X X X X X X X X X X 7 5 12 * 10 MPH PACE: 26 - 35 24 - 33 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X 8 8 16 *
32 X X X X X X X X X X X X X X X X X X X X X 11 10 21 P % IN PACE: 88% 74% 80% 31 X X X X X X X X X X X X X X X X 10 6 16 A
30 X X X X X X X X X X X X X X X X X X X X 12 8 20 C % OVER PACE: 6% 18% 7% 29 X X X X X X X X X X X X X X X X X X 11 7 18 E
28 X X X X X X X X X X X X X X X X X X 8 10 18 * % UNDER PACE: 6% 8% 14% 27 X X X X X X X X 3 5 8 *
26 X X X X X X X X X X X X X 6 7 13 * ARITHMETIC MEAN: 31 30 30 M.P.H. 25 X X X X X X X X 3 5 8
24 X X X X X X X X 0 8 8 SAMPLE VARIANCE: 14 22 19
23 X X X X 1 3 4
22 X 1 0 1 STANDARD DEVIATION: 4 5 4 M.P.H.
21 X X X 0 3 3
20 X 1 0 1 VARIANCE OF THE MEAN: 0.14 0.22 0.09
19 X 0 1 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.38 0.47 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 281 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 3:01PM 3:43PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): TRUCK WAY AND MINES AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 517 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 1 0 1 85TH %: 33 32 32 M.P.H.
39 X X X 1 2 3
38 X X X 2 1 3 50TH %: 28 28 28 M.P.H.
37 X X X X X 2 3 5
36 X X 1 1 2 15TH %: 23 24 24 M.P.H.
35 X X X X 2 2 4 *
34 X X X 2 1 3 * 10 MPH PACE: 24 - 33 23 - 32 24 - 33 M.P.H. 33 X X X X X X X X X 6 3 9 *
32 X X X X X X X X X X X X X 8 5 13 P % IN PACE: 74% 77% 75% 31 X X X X X X X X X X X X 5 7 12 A
30 X X X X X X X X X X X X X X X X 8 8 16 C % OVER PACE: 11% 13% 11% 29 X X X X X X X X X X X X X X X X X X X X 11 9 20 E
28 X X X X X X X X X X X X X X X X X X X X X 6 15 21 * % UNDER PACE: 15% 10% 15% 27 X X X X X X X X X X X X X X X X X 9 8 17 *
26 X X X X X X X X X X X 5 6 11 * ARITHMETIC MEAN: 28 28 28 M.P.H. 25 X X X X X X X X X X X X X X X X X 8 9 17
24 X X X X X X X X X X X X X X 8 6 14 SAMPLE VARIANCE: 24 20 21 23 X X X X X X 2 4 6
22 X X X X X X 2 4 6 STANDARD DEVIATION: 5 4 5 M.P.H. 21 X X X X X X 4 2 6
20 X X X X 3 1 4 VARIANCE OF THE MEAN: 0.24 0.20 0.11
19 X X X X 3 1 4
18 X X 0 2 2 STD. ERROR OF THE MEAN: 0.48 0.44 0.33 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
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Page 282 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 9:03AM 10:01AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): MINES AVE AND WASHINGTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 820 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X 1 1 2
40 X X X X 2 2 4 85TH %: 34 35 35 M.P.H.
39 X X X X 1 3 4
38 X X X X 1 3 4 50TH %: 29 29 29 M.P.H.
37 X X X X 3 1 4
36 X X X 1 2 3 15TH %: 25 25 25 M.P.H.
35 X X X X X X X X X X 4 6 10 *
34 X X X X X X X X X X 6 4 10 * 10 MPH PACE: 25 - 34 25 - 34 25 - 34 M.P.H. 33 X X X X X X X X X X X X X X 9 5 14 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 75% 71% 73% 31 X X X X X X X X X X X 6 5 11 A
30 X X X X X X X X X X X X X X X 8 7 15 C % OVER PACE: 14% 20% 17% 29 X X X X X X X X X X X X X X X X 9 7 16 E
28 X X X X X X X X X X X X X X X X X X X 12 7 19 * % UNDER PACE: 11% 9% 10% 27 X X X X X X X X X X X X X X X X X X X 8 11 19 *
26 X X X X X X X X X X X X X X X X X X 6 12 18 * ARITHMETIC MEAN: 30 30 30 M.P.H. 25 X X X X X X X X X X X X 5 7 12
24 X X X X X X X 4 3 7 SAMPLE VARIANCE: 22 27 24
23 X X X X X 3 2 5
22 X X 1 1 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.22 0.27 0.12
19 X X 1 1 2
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.47 0.52 0.35 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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DRY

Page 283 of 1054 ends

DATE: 01/29/26 DAY: Thursday TIME PERIOD: 9:59AM 10:59AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WASHINGTON BLVD AND SYCAMORE ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1405 MONTEBELLO BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 26 28 26 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 23 22 22 M.P.H.
37 0 0 0
36 X 0 1 1 15TH %: 18 17 18 M.P.H.
35 X 0 1 1 *
34 X 1 0 1 * 10 MPH PACE: 18 - 27 19 - 28 17 - 26 M.P.H. 33 X 0 1 1 *
32 X X X 0 3 3 P % IN PACE: 84% 72% 78%
31 X 1 0 1 A
30 X X 1 1 2 C % OVER PACE: 7% 10% 14%
29 X X X 1 2 3 E
28 X X X X X X 2 4 6 * % UNDER PACE: 9% 18% 9%
27 X X X X X 3 2 5 *
26 X X X X X X X X X X X 6 5 11 * ARITHMETIC MEAN: 23 22 22 M.P.H. 25 X X X X X X X X X X X X X X X X X X 12 6 18
24 X X X X X X X X X X X X X X X X 11 5 16 SAMPLE VARIANCE: 14 22 18 23 X X X X X X X X X X X X X X X X 10 6 16
22 X X X X X X X X X X X X X 5 8 13 STANDARD DEVIATION: 4 5 4 M.P.H. 21 X X X X X X X X X X X X X X X X X X 6 12 18
20 X X X X X X X X X X X X X X X X X 8 9 17 VARIANCE OF THE MEAN: 0.16 0.24 0.10 19 X X X X X X X X X X X 4 7 11
18 X X X X X X X X 6 2 8 STD. ERROR OF THE MEAN: 0.40 0.49 0.32 M.P.H. 17 X X X X X X X 3 4 7
16 X X X X X X X X X 4 5 9
15 X X X X X X 1 5 6
85 89 174
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Page 284 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 11:42AM 12:06PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND MAPLE AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1809 OLYMPIC BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 X 0 1 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 2 0 2
50 X X X 2 1 3
49 X 1 0 1
48 X X X 3 0 3
47 X X X 1 2 3
46 X X 1 1 2
45 X X X X 1 3 4
44 X X X 2 1 3
43 X X X X X 2 3 5 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND 42 X X X X 3 1 4
41 X X X X X 1 4 5
40 X X X X X X X X X X X 6 5 11 85TH %: 43 41 42 M.P.H. 39 X X X X X X X X X X X X X X X 8 7 15
38 X X X X X X X X X X X X X X X X X X 9 9 18 50TH %: 36 36 36 M.P.H. 37 X X X X X X X X X X X X X 4 9 13
36 X X X X X X X X X X X X X 5 8 13 15TH %: 29 28 29 M.P.H. 35 X X X X X X X X X X X X X X X X X 10 7 17 *
34 X X X X X X X X X X X X 7 5 12 * 10 MPH PACE: 31 - 40 32 - 41 31 - 40 M.P.H. 33 X X X X X X X X X 5 4 9 *
32 X X X X X X X 3 4 7 P % IN PACE: 61% 62% 61%
31 X X X X X X 4 2 6 A
30 X X X X X X X 4 3 7 C % OVER PACE: 20% 14% 19%
29 X X X X X X X 3 4 7 E
28 X X X X X X X 4 3 7 * % UNDER PACE: 19% 24% 21%
27 X X X X X 2 3 5 *
26 X X X X X X X 3 4 7 * ARITHMETIC MEAN: 36 36 36 M.P.H. 25 X X X 1 2 3
24 X 1 0 1 SAMPLE VARIANCE: 43 40 42
23 X X 1 1 2
22 X 0 1 1 STANDARD DEVIATION: 7 6 6 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.43 0.40 0.21
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.66 0.64 0.46 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 285 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 12:13PM 12:37PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MAPLE AVE AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1117 OLYMPIC BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 1 1 2
49 X X X 2 1 3
48 X 1 0 1
47 X 0 1 1
46 X X X 2 1 3
45 X X 1 1 2
44 0 0 0
43 X X X 1 2 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 X X 1 1 2
40 X X X X X X X 3 4 7 85TH %: 39 39 39 M.P.H.
39 X X X X X X X X X X X X X X 8 6 14
38 X X X X X X X X X X X X X X 6 8 14 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 36 X X X X X X X X X X X X 4 8 12 15TH %: 29 29 29 M.P.H. 35 X X X X X X X X X X X X X 7 6 13 *
34 X X X X X X X X X X X 4 7 11 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X 10 4 14 *
32 X X X X X X X X X X X X X X X 7 8 15 P % IN PACE: 69% 68% 69% 31 X X X X X X X X X 5 4 9 A
30 X X X X X X X X X X X X X 6 7 13 C % OVER PACE: 13% 14% 14% 29 X X X X X X X X 4 4 8 E
28 X X X X X X X X 5 3 8 * % UNDER PACE: 18% 18% 18%
27 X X X X X 2 3 5 *
26 X X X X X X 2 4 6 * ARITHMETIC MEAN: 35 35 35 M.P.H. 25 X X X X 3 1 4
24 X X X 1 2 3 SAMPLE VARIANCE: 32 30 31
23 X 1 0 1
22 X 0 1 1 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.30 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.56 0.55 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 286 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 12:43PM 1:43PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MONTEBELLO BLVD AND 4TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 513 OLYMPIC BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X X 2 0 2
44 X X 1 1 2
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 X X X 2 1 3
40 X X X 1 2 3 85TH %: 37 36 36 M.P.H.
39 X X X 1 2 3
38 X X X X X 3 2 5 50TH %: 32 33 32 M.P.H.
37 X X X X X X X X X 5 4 9
36 X X X X X X X X X X X X X X 7 7 14 15TH %: 29 28 29 M.P.H. 35 X X X X X X X X X X X X X X X X X X X 8 11 19 *
34 X X X X X X X X X X X X X X X X X 7 10 17 * 10 MPH PACE: 28 - 37 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X X X X X 9 9 18 *
32 X X X X X X X X X X X X X X X X X X X X 12 8 20 P % IN PACE: 84% 80% 82% 31 X X X X X X X X X X X X X X X X X X X X 9 11 20 A
30 X X X X X X X X X X X X X X X X X X X 12 7 19 C % OVER PACE: 11% 10% 11% 29 X X X X X X X X X X X X X X X X 9 7 16 E
28 X X X X X X X X X X X X 6 6 12 * % UNDER PACE: 5% 10% 8% 27 X X X X X 2 3 5 *
26 X X X X X X X 2 5 7 * ARITHMETIC MEAN: 33 33 33 M.P.H. 25 X X 0 2 2
24 X 1 0 1 SAMPLE VARIANCE: 17 17 17
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.17 0.17 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.41 0.41 0.29 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 287 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 2:10PM 2:39PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): NORTH CITY LIMIT AND SR 60 FREEWAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1600 PARAMOUNT BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 0 1 1
49 X X 2 0 2
48 X X 1 1 2
47 0 0 0
46 X X 1 1 2
45 X X X 0 3 3
44 X X X 2 1 3
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X 2 2 4
41 X X X X X 2 3 5
40 X X X X X X X X X 6 3 9 85TH %: 40 40 40 M.P.H.
39 X X X X X X X X X 3 6 9
38 X X X X X 2 3 5 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X X X X X 4 9 13
36 X X X X X X X X X 5 4 9 15TH %: 28 27 27 M.P.H.
35 X X X X X X X X X X X 6 5 11 *
34 X X X X X X X X X X X X X X X 8 7 15 * 10 MPH PACE: 27 - 36 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X 6 4 10 *
32 X X X X X X X X X X X X X X X 7 8 15 P % IN PACE: 67% 58% 61% 31 X X X X X X X X X X X 7 4 11 A
30 X X X X X X X X X X X X 5 7 12 C % OVER PACE: 26% 25% 24% 29 X X X X X X X X X X X X X X 8 6 14 E
28 X X X X X X X X X X X X 8 4 12 * % UNDER PACE: 7% 17% 16% 27 X X X X X X X X X X X X X 7 6 13 *
26 X X X X X 1 4 5 * ARITHMETIC MEAN: 33 34 33 M.P.H. 25 X X X 3 0 3
24 X X X 1 2 3 SAMPLE VARIANCE: 34 38 36
23 X X 0 2 2
22 X X X X 1 3 4 STANDARD DEVIATION: 6 6 6 M.P.H.
21 X 1 0 1
20 0 0 0 VARIANCE OF THE MEAN: 0.34 0.38 0.18
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.58 0.61 0.42 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

PARAMOUNT BOULEVARD
CARLOS
SUNNY
DRY

Page 288 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 1:35PM 2:02PM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): SR 60 FREEWAY AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1500 PARAMOUNT BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X 1 0 1
44 X X 0 2 2
43 X X X 2 1 3 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 1 2 3
41 X X X 3 0 3
40 X X X X X 1 4 5 85TH %: 38 38 38 M.P.H.
39 X X X X X X X X X X 5 5 10
38 X X X X X X X 3 4 7 50TH %: 33 32 33 M.P.H.
37 X X X X X X X X X X X X X 8 5 13
36 X X X X X X X X X X X X X 7 6 13 15TH %: 27 27 27 M.P.H. 35 X X X X X X X X X X X X X X 6 8 14 *
34 X X X X X X X X X X X X X X X 8 7 15 * 10 MPH PACE: 28 - 37 29 - 38 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X 9 5 14 *
32 X X X X X X X X X X X X 5 7 12 P % IN PACE: 69% 64% 66% 31 X X X X X X X X X X X X X X X X 8 8 16 A
30 X X X X X X X X X X X X X 8 5 13 C % OVER PACE: 16% 15% 18% 29 X X X X X X X X X X X X X 4 9 13 E
28 X X X X X X X X 6 2 8 * % UNDER PACE: 15% 21% 17%
27 X X X X X X X X X 4 5 9 *
26 X X X X 1 3 4 * ARITHMETIC MEAN: 33 32 33 M.P.H.
25 X X X 2 1 3
24 X X X X X X X X 4 4 8 SAMPLE VARIANCE: 27 32 29
23 X 1 0 1
22 X X 1 1 2 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X X X 0 3 3
20 X X X 2 1 3 VARIANCE OF THE MEAN: 0.27 0.32 0.15
19 X 0 1 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.57 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

PARAMOUNT BOULEVARD
CARLOS
SUNNY
DRY

Page 289 of 1054 ends

DATE: 02/04/26 DAY: Wednesday TIME PERIOD: 11:25AM 12:25PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLYMPIC BLVD AND FERGUSON DR 65 0 0 0
64 0 0 0 OBSERVATION POINT: 400 PICKERING WAY
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 34 34 34 M.P.H.
39 X 1 0 1
38 0 0 0 50TH %: 30 25 27 M.P.H.
37 X X X X 2 2 4
36 X 1 0 1 15TH %: 24 22 23 M.P.H.
35 X 0 1 1 *
34 X X X X X 3 2 5 * 10 MPH PACE: 25 - 34 22 - 31 23 - 32 M.P.H. 33 X X 1 1 2 *
32 X X 2 0 2 P % IN PACE: 69% 63% 60%
31 X X 1 1 2 A
30 X X X 3 0 3 C % OVER PACE: 15% 25% 28%
29 X X X 1 2 3 E
28 X 0 1 1 * % UNDER PACE: 15% 13% 12%
27 X X X X X 4 1 5 *
26 X 1 0 1 * ARITHMETIC MEAN: 30 27 28 M.P.H.
25 X X X X 2 2 4
24 X X X X X X 1 5 6 SAMPLE VARIANCE: 25 31 29
23 X X X 2 1 3
22 X X 0 2 2 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X 0 1 1
20 X 1 0 1 VARIANCE OF THE MEAN: 0.95 1.31 0.58
19 X 0 1 1
18 X 0 1 1 STD. ERROR OF THE MEAN: 0.97 1.14 0.76 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
26 24 50
FAIR
RADAR

CITY OF MONTEBELLO
TO

PICKERING WAY
CARLOS
SUNNY
DRY

Page 290 of 1054 ends

DATE: 02/02/26 DAY: Monday TIME PERIOD: 10:08AM 11:03AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LINCOLN AVE AND BEVERLY BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF DEWEY CIR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 X 0 1 1
47 X 0 1 1
46 X X 2 0 2
45 X X 1 1 2
44 X X 1 1 2
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 1 0 1
41 X 0 1 1
40 X 0 1 1 85TH %: 36 36 36 M.P.H.
39 X X X X X 2 3 5
38 X X X X X X 4 2 6 50TH %: 31 30 31 M.P.H.
37 X X X X 1 3 4
36 X X X X X 3 2 5 15TH %: 26 23 25 M.P.H.
35 X X X X X X X X X X X 8 3 11 *
34 X X X X X X X X X X 4 6 10 * 10 MPH PACE: 26 - 35 25 - 34 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X 7 7 14 *
32 X X X X X X X X X X X X X X X X 12 4 16 P % IN PACE: 73% 64% 66% 31 X X X X X X X X X X X X X X X X X X X X 9 11 20 A
30 X X X X X X X X X 5 4 9 C % OVER PACE: 16% 19% 16%
29 X X X X X X X X X X X X X X X X X X X 11 8 19 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 11% 17% 19% 27 X X X X X X X X X X X X X X 9 5 14 *
26 X X X X X X X 4 3 7 * ARITHMETIC MEAN: 31 30 31 M.P.H. 25 X X X X X X X X X X X 2 9 11
24 X X X 2 1 3 SAMPLE VARIANCE: 31 41 36
23 X X X 1 2 3
22 X X X X X X 3 3 6 STANDARD DEVIATION: 6 6 6 M.P.H. 21 X X X 1 2 3
20 X X X X 0 4 4 VARIANCE OF THE MEAN: 0.31 0.41 0.18
19 X X X 1 2 3
18 X X X X 1 3 4 STD. ERROR OF THE MEAN: 0.56 0.64 0.43 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

POPLAR AVENUE
CARLOS
SUNNY
DRY

Page 291 of 1054 ends

DATE: 02/02/26 DAY: Monday TIME PERIOD: 11:10AM 12:09PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND POPLAR WAY 65 0 0 0
64 0 0 0 OBSERVATION POINT: 341 POPLAR AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X 0 1 1
40 X X X 1 2 3 85TH %: 33 32 33 M.P.H.
39 X X X 2 1 3
38 X X X X 3 1 4 50TH %: 27 27 27 M.P.H.
37 X X X 1 2 3
36 X X X 2 1 3 15TH %: 23 23 23 M.P.H.
35 X X X 2 1 3 *
34 X X X 1 2 3 * 10 MPH PACE: 21 - 30 23 - 32 23 - 32 M.P.H. 33 X X X X X X X X 6 2 8 *
32 X X X X X X X 2 5 7 P % IN PACE: 72% 76% 72%
31 X X X X X X X X 4 4 8 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 24% 14% 16% 29 X X X X X X X X X X X X X 5 8 13 E
28 X X X X X X X X X X X X X 6 7 13 * % UNDER PACE: 4% 10% 12% 27 X X X X X X X X X X X X X X X X X X X X X 10 11 21 * 26 X X X X X X X X X X X X X X 8 6 14 * ARITHMETIC MEAN: 27 28 28 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X 7 13 20
24 X X X X X X X X X X X X X X X X X X X X 11 9 20 SAMPLE VARIANCE: 25 24 25 23 X X X X X X X X X X X X X X 8 6 14
22 X X X X X X X 4 3 7 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X X X X 6 2 8
20 X X X X X X 2 4 6 VARIANCE OF THE MEAN: 0.25 0.24 0.12 19 X X 1 1 2
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.49 0.35 M.P.H. 17 X 1 0 1
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

POPLAR AVENUE
CARLOS
SUNNY
DRY

Page 292 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 11:09AM 11:37AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): ARROYO DR AND SOUTH CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1849 POTRERO GRANDE DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 X 0 1 1
50 X X X 1 2 3
49 X 0 1 1
48 X 1 0 1
47 X 0 1 1
46 X X X 1 2 3
45 X X X 2 1 3
44 X 0 1 1
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 2 1 3
41 X X X X 4 0 4
40 X X X X X X X X X X X X 7 5 12 85TH %: 40 39 40 M.P.H. 39 X X X X X X X X X X X X X X 5 9 14
38 X X X X X X X X X X X X X X X X X 8 9 17 50TH %: 34 35 35 M.P.H. 37 X X X X X X X X X X X X X X X 6 9 15
36 X X X X X X X X X X X 5 6 11 15TH %: 29 30 30 M.P.H. 35 X X X X X X X X X X X X X X X 7 8 15 *
34 X X X X X X X X X 4 5 9 * 10 MPH PACE: 30 - 39 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X 8 6 14 *
32 X X X X X X X X X X X X X X 7 7 14 P % IN PACE: 65% 72% 69% 31 X X X X X X X X X 4 5 9 A
30 X X X X X X X X X X X X X X X X X X X 11 8 19 C % OVER PACE: 19% 15% 17% 29 X X X X X X X 3 4 7 E
28 X X X X X X X X X X 7 3 10 * % UNDER PACE: 16% 13% 15% 27 X X X 1 2 3 *
26 X X X X 3 1 4 * ARITHMETIC MEAN: 35 35 35 M.P.H.
25 X X X X 2 2 4
24 X 0 1 1 SAMPLE VARIANCE: 28 31 30
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 5 6 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.28 0.31 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.53 0.56 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

POTRERO GRANDE DRIVE
CARLOS

PARTLY CLOU
DRY

Page 293 of 1054 ends

DATE: 02/02/26 DAY: Monday TIME PERIOD: 12:18PM 1:18PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND LINCOLN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: GRANT REA PARK PARKING LOT
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 X 0 1 1
40 X 0 1 1 85TH %: 33 35 34 M.P.H.
39 X 1 0 1
38 X 0 1 1 50TH %: 24 29 27 M.P.H.
37 X X X 1 2 3
36 X X X X X X 4 2 6 15TH %: 20 23 21 M.P.H.
35 X X X 1 2 3 *
34 X X X X X X X 3 4 7 * 10 MPH PACE: 21 - 30 25 - 34 21 - 30 M.P.H. 33 X X X 1 2 3 *
32 X X X X X 1 4 5 P % IN PACE: 63% 68% 61%
31 X X X X 2 2 4 A
30 X X X X X X X X 4 4 8 C % OVER PACE: 22% 16% 29%
29 X X X X X X X X 2 6 8 E
28 X X X X X X X 2 5 7 * % UNDER PACE: 15% 16% 10%
27 X X X X X 1 4 5 *
26 X X X X X X 3 3 6 * ARITHMETIC MEAN: 26 29 27 M.P.H. 25 X X X X X X X 3 4 7
24 X X X X X X X X 7 1 8 SAMPLE VARIANCE: 34 27 34
23 X X X X X X X 4 3 7
22 X X X X X X X X X X 9 1 10 STANDARD DEVIATION: 6 5 6 M.P.H. 21 X X X X X X X X 6 2 8
20 X 1 0 1 VARIANCE OF THE MEAN: 0.52 0.47 0.28
19 X X X X X 4 1 5
18 X X 1 1 2 STD. ERROR OF THE MEAN: 0.72 0.69 0.53 M.P.H. 17 X X X 3 0 3
16 X 1 0 1
15 0 0 0
65 56 121
FAIR
RADAR

CITY OF MONTEBELLO
TO

REA DRIVE
CARLOS
SUNNY
DRY

Page 294 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 1:40PM 2:07PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): TELEGRAPH RD AND BLUFF RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 8033 SLAUSON AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 1 0 1
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 1 2 3
41 0 0 0
40 X X X X 3 1 4 85TH %: 35 35 35 M.P.H.
39 X X 1 1 2
38 X X 1 1 2 50TH %: 30 30 30 M.P.H.
37 X X X X 2 2 4
36 X X X X X X X X 3 5 8 15TH %: 27 26 26 M.P.H.
35 X X X X X X X X X X X X X X 9 5 14 *
34 X X X X X X X X X X 6 4 10 * 10 MPH PACE: 26 - 35 27 - 36 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X 8 6 14 *
32 X X X X X X X X X X X X X X X X X 6 11 17 P % IN PACE: 81% 76% 79% 31 X X X X X X X X X X X X X X X X X 8 9 17 A
30 X X X X X X X X X X X X X X X X X X 10 8 18 C % OVER PACE: 12% 7% 12% 29 X X X X X X X X X X X X X X X X X X X X X X X X 12 12 24 E 28 X X X X X X X X X X X X X X X X X 9 8 17 * % UNDER PACE: 7% 17% 10% 27 X X X X X X X X X X X X X X X 7 8 15 *
26 X X X X X X X X X X X 6 5 11 * ARITHMETIC MEAN: 31 30 31 M.P.H. 25 X X X X X X 3 3 6
24 X X X 0 3 3 SAMPLE VARIANCE: 18 19 19
23 X X X X X 3 2 5
22 X 0 1 1 STANDARD DEVIATION: 4 4 4 M.P.H.
21 X X X 1 2 3
20 X 0 1 1 VARIANCE OF THE MEAN: 0.18 0.19 0.09
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.43 0.44 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

SLAUSON AVENUE
CARLOS

PARTLY SUNN
DRY

Page 295 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 2:47PM 3:13PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): CHURCH RD AND GREENWOOD AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 7227 TELEGRAPH RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 0 1 1 ROAD CONDITION:
54 X X 1 1 2
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X X X 2 2 4
50 X X X X 3 1 4
49 X X X 1 2 3
48 X 0 1 1
47 X 1 0 1
46 X X X 1 2 3
45 X X X X 3 1 4
44 X X X 1 2 3
43 X X 0 2 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 2 1 3
41 X X X X X X X X 5 3 8
40 X X X X X X X X X X X 7 4 11 85TH %: 42 43 42 M.P.H. 39 X X X X X X X X X X X X 5 7 12
38 X X X X X X X X X X X X X 8 5 13 50TH %: 36 35 36 M.P.H. 37 X X X X X X X X X X X X 5 7 12
36 X X X X X X X X X X X X X X 7 7 14 15TH %: 30 29 30 M.P.H. 35 X X X X X X X X X X X X X X 6 8 14 *
34 X X X X X X X X X X X X X 7 6 13 * 10 MPH PACE: 32 - 41 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X 5 8 13 *
32 X X X X X X X X X X 6 4 10 P % IN PACE: 61% 61% 61%
31 X X X X X X X 4 3 7 A
30 X X X X X X X X X X X X X X 8 6 14 C % OVER PACE: 16% 24% 26% 29 X X X X X X X X 3 5 8 E
28 X X X X X 3 2 5 * % UNDER PACE: 23% 15% 13%
27 X X X X X X 2 4 6 *
26 X X 1 1 2 * ARITHMETIC MEAN: 37 36 36 M.P.H.
25 X X 0 2 2
24 X X 1 1 2 SAMPLE VARIANCE: 42 45 44
23 X 1 0 1
22 0 0 0 STANDARD DEVIATION: 7 7 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.42 0.45 0.22
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.65 0.67 0.47 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
FAIR
RADAR

CITY OF MONTEBELLO
TO

TELEGRAPH ROAD
CARLOS

PARTLY SUNN
DRY

Page 296 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 2:13PM 2:39PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): GREENWOOD AVE AND SLAUSON AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 7547 TELEGRAPH RD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 45 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 X 0 1 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X 1 0 1
50 X X X 2 1 3
49 X 1 0 1
48 X X X X 1 3 4
47 X X X 1 2 3
46 X X X X X 2 3 5
45 X X X X X X 4 2 6
44 X X X X X 2 3 5
43 X X X X X X X 2 5 7 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X X X X X X X X X X X X X X X 9 8 17
41 X X X X X X X 3 4 7
40 X X X X X X X X X X X X X X X X X 7 10 17 85TH %: 44 44 44 M.P.H. 39 X X X X X X X X X X X 5 6 11
38 X X X X X X X X X X X 4 7 11 50TH %: 37 38 38 M.P.H. 37 X X X X X X X X X X X X X X X X X 9 8 17
36 X X X X X X X 3 4 7 15TH %: 30 30 30 M.P.H.
35 X X X X X X X X X X X X 7 5 12 *
34 X X X X X X X X 5 3 8 * 10 MPH PACE: 33 - 42 35 - 44 33 - 42 M.P.H. 33 X X X X X X X X X X 6 4 10 *
32 X X X X X 3 2 5 P % IN PACE: 58% 60% 59%
31 X X X X X X X 4 3 7 A
30 X X X X X X X 3 4 7 C % OVER PACE: 18% 13% 20%
29 X X X X 3 1 4 E
28 X X X 2 1 3 * % UNDER PACE: 24% 27% 22%
27 X X X X X X X 4 3 7 *
26 X X X X X 3 2 5 * ARITHMETIC MEAN: 37 38 37 M.P.H. 25 X 0 1 1
24 X X 1 1 2 SAMPLE VARIANCE: 45 42 43
23 X X 1 1 2
22 X 0 1 1 STANDARD DEVIATION: 7 6 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.45 0.42 0.22
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.67 0.65 0.47 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
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Page 297 of 1054 ends

DATE: 01/29/26 DAY: Thursday TIME PERIOD: 9:02AM 9:51AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GREENWOOD AVE AND CHAPIN RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 812 UNION ST
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 25 26 25 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 21 22 21 M.P.H.
37 0 0 0
36 0 0 0 15TH %: 16 17 16 M.P.H.
35 0 0 0 *
34 0 0 0 * 10 MPH PACE: 16 - 25 16 - 25 16 - 25 M.P.H. 33 0 0 0 *
32 X 1 0 1 P % IN PACE: 77% 81% 79%
31 X 1 0 1 A
30 X X X X 2 2 4 C % OVER PACE: 15% 12% 14%
29 X X X X 1 3 4 E
28 X X X 2 1 3 * % UNDER PACE: 8% 7% 8%
27 X X X X X X X 4 3 7 *
26 X X X X X X X 4 3 7 * ARITHMETIC MEAN: 21 21 21 M.P.H. 25 X X X X X X X X X X X X X X X X X X 10 8 18
24 X X X X X X X X X X X X X X X X X 6 11 17 SAMPLE VARIANCE: 17 15 16 23 X X X X X X X X X X X X X X X X X X 7 11 18
22 X X X X X X X X X X X X X X X X X X X X 9 11 20 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X X X X X X X 7 6 13
20 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 VARIANCE OF THE MEAN: 0.17 0.14 0.08 19 X X X X X X X X X X 6 4 10
18 X X X X X X X X X X X X X 5 8 13 STD. ERROR OF THE MEAN: 0.42 0.37 0.28 M.P.H. 17 X X X X X X X X X 5 4 9
16 X X X X X X X X X X X X X X X X X X 10 8 18
15 X X X X X X X X X X X X X X X 8 7 15
100 100 200
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Page 298 of 1054 ends

DATE: 02/03/26 DAY: Tuesday TIME PERIOD: 11:18AM 12:18PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND WHITTIER BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 405 VAIL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 X 0 1 1 85TH %: 31 30 31 M.P.H.
39 X 0 1 1
38 X 1 0 1 50TH %: 25 25 25 M.P.H.
37 X X X 2 1 3
36 X X X X 2 2 4 15TH %: 21 21 21 M.P.H.
35 X X X 2 1 3 *
34 X X X X 3 1 4 * 10 MPH PACE: 22 - 31 21 - 30 21 - 30 M.P.H. 33 X X X 1 2 3 *
32 X X X 1 2 3 P % IN PACE: 69% 73% 71%
31 X X X X X X 3 3 6 A
30 X X X X X X X X 6 2 8 C % OVER PACE: 14% 15% 16%
29 X X X X X X 2 4 6 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 16% 12% 13% 27 X X X X X X X X X X 4 6 10 *
26 X X X X X X X X X X X X X X X X X X X 7 12 19 * ARITHMETIC MEAN: 26 26 26 M.P.H. 25 X X X X X X X X X X X X X X X X X X X 12 7 19
24 X X X X X X X X X X X X X X X 10 5 15 SAMPLE VARIANCE: 24 25 25 23 X X X X X X X X X X X X 4 8 12
22 X X X X X X X X X X X X X X X 7 8 15 STANDARD DEVIATION: 5 5 5 M.P.H. 21 X X X X X X X X X X 3 7 10
20 X X X X X X X X 6 2 8 VARIANCE OF THE MEAN: 0.29 0.27 0.14 19 X X X X X 1 4 5
18 X X X X 3 1 4 STD. ERROR OF THE MEAN: 0.54 0.52 0.37 M.P.H. 17 X X X X 1 3 4
16 X 0 1 1
15 0 0 0
85 91 176
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Page 299 of 1054 ends

DATE: 02/03/26 DAY: Tuesday TIME PERIOD: 10:12AM 11:12AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WHITTIER BLVD AND OLYMPIC BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 144 VAIL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 0 0 0
41 0 0 0
40 0 0 0 85TH %: 28 30 29 M.P.H.
39 0 0 0
38 0 0 0 50TH %: 25 26 25 M.P.H.
37 0 0 0
36 X 0 1 1 15TH %: 21 22 21 M.P.H.
35 X X X 1 2 3 *
34 0 0 0 * 10 MPH PACE: 19 - 28 21 - 30 21 - 30 M.P.H. 33 X X X X X 2 3 5 *
32 X X 1 1 2 P % IN PACE: 82% 83% 80%
31 X X 2 0 2 A
30 X X X X X X 0 6 6 C % OVER PACE: 11% 9% 10%
29 X X X X 0 4 4 E
28 X X X X X X X X X X X X X 5 8 13 * % UNDER PACE: 7% 8% 10% 27 X X X X X X X X X 4 5 9 *
26 X X X X X X X X X X X X X X X X X X 9 9 18 * ARITHMETIC MEAN: 25 26 25 M.P.H. 25 X X X X X X X X X X X X X 6 7 13
24 X X X X X X X X X 4 5 9 SAMPLE VARIANCE: 15 17 16
23 X X X X X X X X X X X X X X X 7 8 15
22 X X X X X X X X X X X 5 6 11 STANDARD DEVIATION: 4 4 4 M.P.H. 21 X X X X X X X 3 4 7
20 X X X X X 2 3 5 VARIANCE OF THE MEAN: 0.27 0.22 0.12 19 X 1 0 1
18 X X X X X 3 2 5 STD. ERROR OF THE MEAN: 0.52 0.47 0.35 M.P.H. 17 X 1 0 1
16 X 0 1 1
15 0 0 0
56 75 131
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Page 300 of 1054 ends

DATE: 02/04/26 DAY: Wednesday TIME PERIOD: 9:03AM 10:03AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): OLYMPIC BLVD AND WASHINGTON BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 425 VAIL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X 1 1 2
40 X X 1 1 2 85TH %: 30 33 32 M.P.H.
39 X X 1 1 2
38 0 0 0 50TH %: 24 26 25 M.P.H.
37 X X 1 1 2
36 X X X 1 2 3 15TH %: 21 21 21 M.P.H.
35 X X X X 0 4 4 *
34 X X X 1 2 3 * 10 MPH PACE: 19 - 28 20 - 29 20 - 29 M.P.H. 33 X X X X X 4 1 5 *
32 X X X X 1 3 4 P % IN PACE: 80% 71% 74%
31 X X X 1 2 3 A
30 X X X X X 3 2 5 C % OVER PACE: 19% 24% 21%
29 X X X X X X 1 5 6 E
28 X X X X X X X X X X X X 4 8 12 * % UNDER PACE: 1% 5% 5% 27 X X X X X X X X X X X 6 5 11 *
26 X X X X X X X X X X X X X 6 7 13 * ARITHMETIC MEAN: 26 27 26 M.P.H. 25 X X X X X X X X X X X X X X X 8 7 15
24 X X X X X X X X X X X X X X X X X X X X X X X 14 9 23 SAMPLE VARIANCE: 24 34 29 23 X X X X X X X X X X X X 5 7 12
22 X X X X X X X X X X X X X X X X 10 6 16 STANDARD DEVIATION: 5 6 5 M.P.H. 21 X X X X X X X X X X X X 7 5 12
20 X X X X X X X X X X X 5 6 11 VARIANCE OF THE MEAN: 0.28 0.37 0.17 19 X X X X X 2 3 5
18 X 1 0 1 STD. ERROR OF THE MEAN: 0.53 0.61 0.41 M.P.H. 17 X 0 1 1
16 X 0 1 1
15 0 0 0
84 92 176
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DATE: 02/04/26 DAY: Wednesday TIME PERIOD: 10:12AM 11:12AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): WASHINGTON BLVD AND CITY LIMITS 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1060 VAIL AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 1 0 1
44 X X 1 1 2
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X 0 1 1
41 X X X 1 2 3
40 0 0 0 85TH %: 31 33 32 M.P.H.
39 X X 1 1 2
38 X 1 0 1 50TH %: 26 26 26 M.P.H.
37 X X X 2 1 3
36 X X X 1 2 3 15TH %: 21 22 21 M.P.H.
35 X X X X 1 3 4 *
34 X X X 2 1 3 * 10 MPH PACE: 20 - 29 22 - 31 21 - 30 M.P.H. 33 X X X X 1 3 4 *
32 X X X X 2 2 4 P % IN PACE: 68% 71% 69%
31 X X X X X X X X X X 6 4 10 A
30 X X X X X X X X X X X X 3 9 12 C % OVER PACE: 24% 18% 22% 29 X X X X X X X X X X X 7 4 11 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 8% 12% 10% 27 X X X X X X X X X X X X X X 9 5 14 *
26 X X X X X X X X X X X X X X X X X X X X 10 10 20 * ARITHMETIC MEAN: 27 27 27 M.P.H. 25 X X X X X X X X X X X X X X X X X X X X 12 8 20
24 X X X X X X X X X 4 5 9 SAMPLE VARIANCE: 35 31 33
23 X X X X X X X X X X X X X X X X X 8 9 17
22 X X X X X X X X X 3 6 9 STANDARD DEVIATION: 6 6 6 M.P.H. 21 X X X X X X X X X X X 7 4 11
20 X X X X X X X 4 3 7 VARIANCE OF THE MEAN: 0.35 0.32 0.17 19 X X X 1 2 3
18 X X X X 4 0 4 STD. ERROR OF THE MEAN: 0.59 0.57 0.41 M.P.H. 17 X X X X 3 1 4
16 X 0 1 1
15 0 0 0
100 95 195
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Page 302 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 2:44PM 3:03PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WEST CITY LIMIT AND FINDLAY AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF SIMMONS AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 X 1 0 1 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 1 0 1
51 X 1 0 1
50 X X X 3 0 3
49 X 1 0 1
48 X X X 3 0 3
47 X 1 0 1
46 0 0 0
45 X 1 0 1
44 X X X X X 5 0 5
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 X X X X X 5 0 5
40 X X X 3 0 3 85TH %: 44 N/A 44 M.P.H.
39 X X X X X X 6 0 6
38 X X X X 4 0 4 50TH %: 35 N/A 35 M.P.H.
37 X X X X X X 6 0 6
36 X X 2 0 2 15TH %: 30 N/A 30 M.P.H.
35 X X X X X X X X X X 10 0 10 *
34 X X X X X X 6 0 6 * 10 MPH PACE: 30 - 39 N/A 30 - 39 M.P.H. 33 X X X X X X X X X X 10 0 10 *
32 X X X X 4 0 4 P % IN PACE: 58% N/A 58%
31 X X X 3 0 3 A
30 X X X X X X X 7 0 7 C % OVER PACE: 29% N/A 29%
29 X X X X 4 0 4 E
28 X 1 0 1 * % UNDER PACE: 13% N/A 13%
27 X X 2 0 2 *
26 X X X 3 0 3 * ARITHMETIC MEAN: 37 N/A 37 M.P.H.
25 X 1 0 1
24 X X 2 0 2 SAMPLE VARIANCE: 49 N/A 49
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 N/A 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.49 N/A 0.49
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.70 N/A 0.70 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 0 100
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CLOUDY
DRY

Page 303 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 3:09PM 3:31PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): FINDLAY AVE AND GARFIELD AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2927 VIA CAMPO
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 X 1 0 1
55 X 1 0 1 ROAD CONDITION:
54 X 1 0 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 1 0 1
51 X X 2 0 2
50 X 1 0 1
49 X X 2 0 2
48 X 1 0 1
47 X 1 0 1
46 X 1 0 1
45 0 0 0
44 X 1 0 1
43 X 1 0 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 0 0 0
40 X 1 0 1 85TH %: 42 N/A 42 M.P.H.
39 X X X X X X X X 8 0 8
38 X X 2 0 2 50TH %: 34 N/A 34 M.P.H.
37 X X X X X 5 0 5
36 X X X X X X X 7 0 7 15TH %: 29 N/A 29 M.P.H.
35 X X X X X X X X X 9 0 9 *
34 X X X X X X X 7 0 7 * 10 MPH PACE: 30 - 39 N/A 30 - 39 M.P.H. 33 X X X X X 5 0 5 *
32 X X X X X X X X X X 10 0 10 P % IN PACE: 67% N/A 67% 31 X X X X X X 6 0 6 A
30 X X X X X X X X 8 0 8 C % OVER PACE: 17% N/A 17%
29 X X X X X X 6 0 6 E
28 X X X 3 0 3 * % UNDER PACE: 16% N/A 16%
27 X 1 0 1 *
26 X X X 3 0 3 * ARITHMETIC MEAN: 36 N/A 36 M.P.H.
25 X 1 0 1
24 X 1 0 1 SAMPLE VARIANCE: 53 N/A 53
23 0 0 0
22 X 1 0 1 STANDARD DEVIATION: 7 N/A 7 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.53 N/A 0.53
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.73 N/A 0.73 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 0 100
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Page 304 of 1054 ends

DATE: 01/21/26 DAY: Wednesday TIME PERIOD: 3:37PM 4:03PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GARFIELD AVE AND VAIL AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 2539 VIA CAMPO
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 X 1 0 1 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 X 1 0 1
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 X X 1 1 2
50 X 1 0 1
49 X X X 2 1 3
48 X X 1 1 2
47 X X 1 1 2
46 X X 2 0 2
45 X X 1 1 2
44 X X X X X 2 3 5
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 2 3 5
41 X X X X 2 2 4
40 X X X X X X X X 5 3 8 85TH %: 42 40 41 M.P.H.
39 X X X X X X X X 4 4 8
38 X X X X X X X X X X X X X X X 9 6 15 50TH %: 35 34 34 M.P.H. 37 X X X X X X X X X X X X 7 5 12
36 X X X X X X X X X X X X 6 6 12 15TH %: 30 28 30 M.P.H. 35 X X X X X X X X 4 4 8 *
34 X X X X X X X X X X X X X X X X X X X X 9 11 20 * 10 MPH PACE: 31 - 40 30 - 39 30 - 39 M.P.H. 33 X X X X X X X X X X X X X X X 6 9 15 *
32 X X X X X X X X X X X X X X X 7 8 15 P % IN PACE: 65% 65% 65% 31 X X X X X X X X X X X X 8 4 12 A
30 X X X X X X X X X X X X 4 8 12 C % OVER PACE: 19% 18% 21% 29 X X X X X 3 2 5 E
28 X X X X 1 3 4 * % UNDER PACE: 16% 17% 15%
27 X X X X X X X X X X X 4 7 11 *
26 X X X X X 2 3 5 * ARITHMETIC MEAN: 36 35 35 M.P.H. 25 X X X 2 1 3
24 X 0 1 1 SAMPLE VARIANCE: 45 34 40
23 0 0 0
22 0 0 0 STANDARD DEVIATION: 7 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.45 0.34 0.20
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.67 0.59 0.45 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
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DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 10:09AM 10:29AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GREENWOOD AVE AND ECL 65 0 0 0
64 0 0 0 OBSERVATION POINT: 510 WASHINGTON BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X 1 0 1
49 0 0 0
48 X X X 1 2 3
47 X X 0 2 2
46 X X X X 3 1 4
45 X X X X 0 4 4
44 X X 1 1 2
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X X 2 3 5
41 X X X X 3 1 4
40 X X X X X X X X X X X X X 6 7 13 85TH %: 40 40 40 M.P.H. 39 X X X X X X X X X X X X X X X X 9 7 16
38 X X X X X X X X X X X X X X X X X X 12 6 18 50TH %: 36 36 36 M.P.H. 37 X X X X X X X X X X X X X X X X X X X 10 9 19
36 X X X X X X X X X X X X X X X 7 8 15 15TH %: 29 31 30 M.P.H. 35 X X X X X X X X X X X X X X X 6 9 15 *
34 X X X X X X X X X X X X X X X X 9 7 16 * 10 MPH PACE: 33 - 42 31 - 40 31 - 40 M.P.H. 33 X X X X X X X X X X X X X X X 7 8 15 *
32 X X X X X X X X 2 6 8 P % IN PACE: 71% 71% 70%
31 X X X X X 1 4 5 A
30 X X X X X X 3 3 6 C % OVER PACE: 6% 15% 13%
29 X X X X X X X 5 2 7 E
28 X X X X X 2 3 5 * % UNDER PACE: 23% 14% 17%
27 X X X X X 4 1 5 *
26 X X X X X 3 2 5 * ARITHMETIC MEAN: 35 36 36 M.P.H. 25 X X X 2 1 3
24 X X 1 1 2 SAMPLE VARIANCE: 27 29 28
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.29 0.14
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.53 0.37 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
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Page 306 of 1054 ends

DATE: 01/27/26 DAY: Tuesday TIME PERIOD: 10:35AM 11:02AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GREENWOOD AVE AND WCL 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1436 WASHINGTON BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 40 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 X X 1 1 2
49 X X 2 0 2
48 X X X 0 3 3
47 X 1 0 1
46 X 0 1 1
45 X X X 2 1 3
44 X 1 0 1
43 X X X 0 3 3 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 2 1 3
41 X X X X X X 3 3 6
40 X X X X X X X X X X 6 4 10 85TH %: 40 40 40 M.P.H. 39 X X X X X X X X X X X 6 5 11
38 X X X X X X X X X X X X X X X 7 8 15 50TH %: 35 35 35 M.P.H. 37 X X X X X X X X X X X X X X X X 7 9 16
36 X X X X X X X X X X X X X X X X X X X 9 10 19 15TH %: 28 28 28 M.P.H. 35 X X X X X X X X X X X X X X X 7 8 15 *
34 X X X X X X X X X X X X X X X 9 6 15 * 10 MPH PACE: 31 - 40 30 - 39 31 - 40 M.P.H. 33 X X X X X X X X X X X 8 3 11 *
32 X X X X X X 2 4 6 P % IN PACE: 67% 64% 64%
31 X X X X X X X X X X 6 4 10 A
30 X X X X X X X X X X 3 7 10 C % OVER PACE: 12% 17% 13% 29 X X X X X X 2 4 6 E
28 X X X X X X X X X X 4 6 10 * % UNDER PACE: 21% 19% 24% 27 X X X X X X 3 3 6 *
26 X X X X X X 4 2 6 * ARITHMETIC MEAN: 35 35 35 M.P.H. 25 X X X X 3 1 4
24 X 1 0 1 SAMPLE VARIANCE: 32 33 32
23 X X X 1 2 3
22 X 0 1 1 STANDARD DEVIATION: 6 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.32 0.33 0.16
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.57 0.57 0.40 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200

CITY OF MONTEBELLO
TO

WASHINGTON BOULEVARD
CARLOS

PARTLY SUNN
DRY
FAIR
RADAR

Page 307 of 1054 ends

DATE: 01/28/26 DAY: Wednesday TIME PERIOD: 11:45AM 12:43PM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): WILCOX AVE AND VAIL AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: WEST OF MALONE DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 25 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 X 1 0 1
47 0 0 0
46 0 0 0
45 0 0 0
44 X X 0 2 2
43 X X 2 0 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 0 1 1
41 X X 1 1 2
40 X 0 1 1 85TH %: 34 34 34 M.P.H.
39 X 1 0 1
38 X X X X X 3 2 5 50TH %: 29 29 29 M.P.H.
37 X X X X 2 2 4
36 X X X 2 1 3 15TH %: 26 26 26 M.P.H.
35 X X X X X 3 2 5 *
34 X X X X X X X X 4 4 8 * 10 MPH PACE: 24 - 33 25 - 34 25 - 34 M.P.H. 33 X X X X X X X X X X X 5 6 11 *
32 X X X X X X X X X X X X X X X X 8 8 16 P % IN PACE: 76% 82% 79% 31 X X X X X X X X X X X 5 6 11 A
30 X X X X X X X X X X X X X X X X X X X 11 8 19 C % OVER PACE: 19% 12% 14% 29 X X X X X X X X X X X X X X X X X X 9 9 18 E
28 X X X X X X X X X X X X X X X X X X X X X X X X X 13 12 25 * % UNDER PACE: 5% 6% 8% 27 X X X X X X X X X X X X X X X X X X X X 11 9 20 *
26 X X X X X X X X X X X X X X X X X X X X 6 14 20 * ARITHMETIC MEAN: 30 30 30 M.P.H. 25 X X X X X X X X X 3 6 9
24 X X X X X X X 5 2 7 SAMPLE VARIANCE: 23 20 22
23 X X X X X 2 3 5
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X 2 0 2
20 X 1 0 1 VARIANCE OF THE MEAN: 0.23 0.20 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.48 0.45 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
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TO

WESTMORELAND DRIVE
CARLOS

PARTLY CLOU
DRY
FAIR
RADAR

Page 308 of 1054 ends

DATE: 01/22/26 DAY: Thursday TIME PERIOD: 9:47AM 10:04AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GARFIELD AVE AND 19TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1918 WHITTIER BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 0 1 1
48 X 1 0 1
47 0 0 0
46 X 0 1 1
45 X X 1 1 2
44 X X X X X 2 3 5
43 X X 1 1 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X X 1 3 4
41 X X X X 1 3 4
40 X X X X X X X X 2 6 8 85TH %: 36 40 39 M.P.H.
39 X X X X 1 3 4
38 X X X X X X X X X X X 1 10 11 50TH %: 32 35 32 M.P.H. 37 X X X X X X X X X X 4 6 10
36 X X X X X X X X X X X X X X X X X X 8 10 18 15TH %: 26 28 27 M.P.H. 35 X X X X X X X X 4 4 8 *
34 X X X X X X X X X X X X 8 4 12 * 10 MPH PACE: 28 - 37 29 - 38 29 - 38 M.P.H. 33 X X X X X X X X X 7 2 9 *
32 X X X X X X X X X X X X X X X X X X 11 7 18 P % IN PACE: 69% 61% 63% 31 X X X X X X X X X 6 3 9 A
30 X X X X X X X X X X X X X X X 7 8 15 C % OVER PACE: 11% 22% 16% 29 X X X X X X X X X X X X X X X 8 7 15 E
28 X X X X X X X X X X 6 4 10 * % UNDER PACE: 20% 17% 22% 27 X X X X X X 4 2 6 *
26 X X X X X X X X X 5 4 9 * ARITHMETIC MEAN: 32 34 33 M.P.H. 25 X X X X X X X X X X X X X 7 6 13
24 X X X X 3 1 4 SAMPLE VARIANCE: 27 32 31
23 0 0 0
22 X 1 0 1 STANDARD DEVIATION: 5 6 6 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.27 0.32 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.52 0.57 0.39 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
CLOUDY
DRY
FAIR
RADAR

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TO

WHITTIER BOULEVARD

Page 309 of 1054 ends

DATE: 01/22/26 DAY: Thursday TIME PERIOD: 10:10AM 10:27AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): 19TH ST AND GREENWOOD AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: 1405 WHITTIER BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 1 0 1
45 X 0 1 1
44 X X 2 0 2
43 X X 0 2 2 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X X 2 0 2
40 X X X X X 3 2 5 85TH %: 37 36 36 M.P.H.
39 X X X X X 4 1 5
38 X X X X 1 3 4 50TH %: 31 31 31 M.P.H.
37 X X X X X X 4 2 6
36 X X X X X X X X X X X X X X 9 5 14 15TH %: 28 27 27 M.P.H. 35 X X X X X X X X X 2 7 9 *
34 X X X X X X X X X X X X X X 4 10 14 * 10 MPH PACE: 28 - 37 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 11 7 18 *
32 X X X X X X X X X X X X X X X 6 9 15 P % IN PACE: 72% 76% 74% 31 X X X X X X X X X X X X X X 8 6 14 A
30 X X X X X X X X X X X X X X X X X X X X X 12 9 21 C % OVER PACE: 14% 12% 15% 29 X X X X X X X X X X X X X X X X X 10 7 17 E
28 X X X X X X X X X X X X 6 6 12 * % UNDER PACE: 14% 12% 11% 27 X X X X X X X X X X X X X X 4 10 14 *
26 X X X X X X 1 5 6 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X X 3 1 4
24 X X X X X X X 3 4 7 SAMPLE VARIANCE: 24 22 23
23 X X X 3 0 3
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 X 0 1 1 VARIANCE OF THE MEAN: 0.24 0.22 0.12
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.49 0.47 0.34 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
CLOUDY
DRY
FAIR
RADAR

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TO

WHITTIER BOULEVARD

Page 310 of 1054 ends

DATE: 01/22/26 DAY: Thursday TIME PERIOD: 10:34AM 10:57AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): GREENWOOD AVE AND MONTEBELLO BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 918 WHITTIER BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 X 1 0 1
44 X X 1 1 2
43 X 0 1 1 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X X 2 1 3
41 0 0 0
40 X X X 2 1 3 85TH %: 37 36 37 M.P.H.
39 X X X X X X 3 3 6
38 X X X X 3 1 4 50TH %: 31 31 31 M.P.H.
37 X X X X X X X X X X X 6 5 11
36 X X X X X X X X X 4 5 9 15TH %: 28 26 27 M.P.H.
35 X X X X X X X 3 4 7 *
34 X X X X X X X X X X X X X 7 6 13 * 10 MPH PACE: 27 - 36 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X X X 6 11 17 *
32 X X X X X X X X X X X X X X X X X 8 9 17 P % IN PACE: 75% 76% 76% 31 X X X X X X X X X X X X X X X 8 7 15 A
30 X X X X X X X X X X X X X X X X X X X 9 10 19 C % OVER PACE: 18% 18% 20% 29 X X X X X X X X X X X X X X X X X X X 13 6 19 E
28 X X X X X X X X X X X X X X X X X X 10 8 18 * % UNDER PACE: 7% 6% 5% 27 X X X X X X X X X X X X 7 5 12 *
26 X X X X X X X X X X X X X X 4 10 14 * ARITHMETIC MEAN: 32 31 32 M.P.H. 25 X X X X X 2 3 5
24 X X X 1 2 3 SAMPLE VARIANCE: 20 19 20
23 X 0 1 1
22 0 0 0 STANDARD DEVIATION: 4 4 4 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.20 0.19 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.45 0.44 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
CLOUDY
DRY
FAIR
RADAR

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TO

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Page 311 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 9:31AM 9:51AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): MONTEBELLO BLVD AND 5TH ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: 413 WHITTIER BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 0 0 0
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X 1 0 1
41 0 0 0
40 X X X 1 2 3 85TH %: 35 36 35 M.P.H.
39 X X 1 1 2
38 X X X 1 2 3 50TH %: 30 31 31 M.P.H.
37 X X X X X X X X X 3 6 9
36 X X X X X X X X 2 6 8 15TH %: 26 27 27 M.P.H.
35 X X X X X X X X X X X X X X X X 8 8 16 *
34 X X X X X X X X X X X X X 4 9 13 * 10 MPH PACE: 26 - 35 27 - 36 26 - 35 M.P.H. 33 X X X X X X X X X X X X X 7 6 13 *
32 X X X X X X X X X X X X X X X 8 7 15 P % IN PACE: 81% 78% 79% 31 X X X X X X X X X X X X X X X X X X X 10 9 19 A
30 X X X X X X X X X X X X X X X X X X 11 7 18 C % OVER PACE: 9% 11% 13% 29 X X X X X X X X X X X X X X X X X X X X X X 13 9 22 E 28 X X X X X X X X X X X X X X X X X X 9 9 18 * % UNDER PACE: 10% 11% 8% 27 X X X X X X X X X X X X X X 6 8 14 *
26 X X X X X X X X X X 5 5 10 * ARITHMETIC MEAN: 30 31 31 M.P.H. 25 X X X X X X 3 3 6
24 X X X X 3 1 4 SAMPLE VARIANCE: 16 17 16
23 X X X 3 0 3
22 X X 1 1 2 STANDARD DEVIATION: 4 4 4 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.16 0.17 0.08
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.39 0.41 0.28 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

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TO

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Page 312 of 1054 ends

DATE: 01/23/26 DAY: Friday TIME PERIOD: 9:05AM 9:26AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) EASTBOUND+WESTBOUND EB WB VEHICLES LIMITS (BTN): 5TH ST AND VAN NORMAN RD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 211 WHITTIER BLVD
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 X 1 0 1
46 X 1 0 1
45 X 0 1 1
44 X X X 1 2 3
43 0 0 0 EASTBOUND WESTBOUND EASTBOUND+WESTBOUND
42 X X 1 1 2
41 X 0 1 1
40 X X 1 1 2 85TH %: 37 38 37 M.P.H.
39 X X X X X X 2 4 6
38 X X X X X X X X X X 4 6 10 50TH %: 31 31 31 M.P.H. 37 X X X X X X X 5 2 7
36 X X X X X X X X X 4 5 9 15TH %: 27 27 27 M.P.H.
35 X X X X X X X X X X X X 6 6 12 *
34 X X X X X X X X X X X X X X X X X 7 10 17 * 10 MPH PACE: 26 - 35 27 - 36 26 - 35 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X X X X X X 8 6 14 P % IN PACE: 76% 71% 74% 31 X X X X X X X X X X X X X X X X X X X X 12 8 20 A
30 X X X X X X X X X X X X X X X X X 8 9 17 C % OVER PACE: 20% 18% 22% 29 X X X X X X X X X X X X X X X X X X X 11 8 19 E
28 X X X X X X X X X X X X X 6 7 13 * % UNDER PACE: 4% 11% 5% 27 X X X X X X X X X X X X X X X 8 7 15 *
26 X X X X X X X X X X 5 5 10 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X X X X X 3 4 7
24 X 1 0 1 SAMPLE VARIANCE: 21 23 22
23 X 0 1 1
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 0 0 0
20 0 0 0 VARIANCE OF THE MEAN: 0.21 0.23 0.11
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.46 0.48 0.33 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS
SUNNY
DRY
FAIR
RADAR

CITY OF MONTEBELLO
TO

WHITTIER BOULEVARD

Page 313 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 9:11AM 9:32AM
FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): VIA CAMPO AND HAY ST 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF VIA PASEO
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 X 1 0 1 DATA COLLECTION METHOD:
52 X 0 1 1
51 0 0 0
50 X 0 1 1
49 X X 2 0 2
48 X 0 1 1
47 X X X 2 1 3
46 0 0 0
45 X 0 1 1
44 0 0 0
43 X 1 0 1 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X 1 2 3
41 X 0 1 1
40 X X 2 0 2 85TH %: 37 37 37 M.P.H.
39 X X X X X 2 3 5
38 X X X X X X X 4 3 7 50TH %: 33 33 33 M.P.H.
37 X X X X X X X X X X X X 4 8 12
36 X X X X X X X X X X X X X X X X 9 7 16 15TH %: 28 28 28 M.P.H. 35 X X X X X X X X X X X X X X X X X X X X X 11 10 21 * 34 X X X X X X X X X X X X X X X X X 8 9 17 * 10 MPH PACE: 30 - 39 28 - 37 28 - 37 M.P.H. 33 X X X X X X X X X X X X X X 8 6 14 *
32 X X X X X X X X X X X X X X X X X X X X 13 7 20 P % IN PACE: 74% 74% 74% 31 X X X X X X X X X X X X X X X X X 8 9 17 A
30 X X X X X X X X X X X X X X 7 7 14 C % OVER PACE: 9% 14% 15% 29 X X X X X X X X 2 6 8 E
28 X X X X X X X X 3 5 8 * % UNDER PACE: 17% 12% 12%
27 X X X X X X X X 5 3 8 *
26 X X X X X X 2 4 6 * ARITHMETIC MEAN: 34 33 33 M.P.H. 25 X X X X 3 1 4
24 X X 0 2 2 SAMPLE VARIANCE: 29 30 29
23 X 0 1 1
22 X X 2 0 2 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X 0 1 1
20 0 0 0 VARIANCE OF THE MEAN: 0.29 0.30 0.15
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.54 0.55 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS

PARTLY SUNN
DRY
FAIR
RADAR

CITY OF MONTEBELLO
TO

WILCOX AVENUE

Page 314 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 9:37AM 10:36AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): HAY ST AND LINCOLN AVE 65 0 0 0
64 0 0 0 OBSERVATION POINT: SOUTH OF SAN ANTONIO DR
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 0 0 0
45 0 0 0
44 X 0 1 1
43 0 0 0 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND
42 X X X X 3 1 4
41 X 1 0 1
40 X X 1 1 2 85TH %: 36 35 35 M.P.H.
39 X X X X X 3 2 5
38 X X X 2 1 3 50TH %: 30 30 30 M.P.H.
37 X X X X X X X 3 4 7
36 X X X X X X X 3 4 7 15TH %: 27 27 27 M.P.H.
35 X X X X X X X X X X 4 6 10 *
34 X X X X X X X X X X X 4 7 11 * 10 MPH PACE: 26 - 35 26 - 35 26 - 35 M.P.H. 33 X X X X X X X X X X X X X X X 7 8 15 *
32 X X X X X X X X X X X X X X X X X 8 9 17 P % IN PACE: 77% 78% 78% 31 X X X X X X X X X X X X X X X X 10 6 16 A
30 X X X X X X X X X X X X X X X X X X X X 12 8 20 C % OVER PACE: 16% 14% 15% 29 X X X X X X X X X X X X X X X X X X X X X 9 12 21 E
28 X X X X X X X X X X X X X X X X X X X 11 8 19 * % UNDER PACE: 7% 8% 8% 27 X X X X X X X X X X X X X X X X 7 9 16 *
26 X X X X X X X X X X 5 5 10 * ARITHMETIC MEAN: 31 31 31 M.P.H. 25 X X X X X X 2 4 6
24 X X X X 3 1 4 SAMPLE VARIANCE: 19 19 19
23 X 1 0 1
22 X X 1 1 2 STANDARD DEVIATION: 4 4 4 M.P.H.
21 X 0 1 1
20 X 0 1 1 VARIANCE OF THE MEAN: 0.19 0.19 0.10
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.44 0.44 0.31 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS

PARTLY SUNN
DRY
FAIR
RADAR

CITY OF MONTEBELLO
TO

WILCOX AVENUE

Page 315 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 10:41AM 11:02AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): LINCOLN AVE AND BEVERLY BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: NORTH OF VICTORIA AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 30 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 0 0 0
48 0 0 0
47 0 0 0
46 X 0 1 1
45 X 0 1 1
44 X 1 0 1
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X 2 0 2
41 X X 1 1 2
40 X X X X 3 1 4 85TH %: 37 35 36 M.P.H.
39 X X X 1 2 3
38 X X X X X 4 1 5 50TH %: 30 30 30 M.P.H.
37 X X X X X X 3 3 6
36 X X X X X X X X 5 3 8 15TH %: 26 25 26 M.P.H.
35 X X X X X X X X X 3 6 9 *
34 X X X X X X X 4 3 7 * 10 MPH PACE: 26 - 35 27 - 36 26 - 35 M.P.H. 33 X X X X X X X X X X 5 5 10 *
32 X X X X X X X X X X X X X 8 5 13 P % IN PACE: 68% 70% 69% 31 X X X X X X X X X X X X X X X X X X X X 7 13 20 A
30 X X X X X X X X X X X X X X X X X X X X X 11 10 21 C % OVER PACE: 21% 11% 18% 29 X X X X X X X X X X X X X X X X X 9 8 17 E
28 X X X X X X X X X X X X 6 6 12 * % UNDER PACE: 11% 19% 14% 27 X X X X X X X X X X X X X X X X X X X 8 11 19 *
26 X X X X X X X X X X 7 3 10 * ARITHMETIC MEAN: 31 30 31 M.P.H. 25 X X X X X 2 3 5
24 X X X X X X X X X X 4 6 10 SAMPLE VARIANCE: 26 27 26 23 X X X X X 3 2 5
22 X 0 1 1 STANDARD DEVIATION: 5 5 5 M.P.H.
21 X X 1 1 2
20 X X X X 1 3 4 VARIANCE OF THE MEAN: 0.26 0.27 0.13
19 0 0 0
18 0 0 0 STD. ERROR OF THE MEAN: 0.51 0.52 0.36 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS

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CITY OF MONTEBELLO
TO

WILCOX AVENUE

Page 316 of 1054 ends

DATE: 01/26/26 DAY: Monday TIME PERIOD: 11:08AM 11:31AM FOR ROADWAY:

SPEED TOTAL VEHICLES SURVEYED TOTAL
(MPH) NORTHBOUND+SOUTHBOUND NB SB VEHICLES LIMITS (BTN): BEVERLY BLVD AND WHITTIER BLVD 65 0 0 0
64 0 0 0 OBSERVATION POINT: 329 WILCOX AVE
63 0 0 0
62 0 0 0
61 0 0 0 POSTED SPEED LIMIT: 35 MPH OBSERVER:
60 0 0 0
59 0 0 0 COMMENTS: WEATHER:
58 0 0 0
57 0 0 0 ROAD SURFACE:
56 0 0 0
55 0 0 0 ROAD CONDITION:
54 0 0 0
53 0 0 0 DATA COLLECTION METHOD:
52 0 0 0
51 0 0 0
50 0 0 0
49 X 1 0 1
48 0 0 0
47 X 0 1 1
46 X X 1 1 2
45 X X X 0 3 3
44 0 0 0
43 X X 1 1 2 NORTHBOUND SOUTHBOUND NORTHBOUND+SOUTHBOUND 42 X X X 0 3 3
41 X 1 0 1
40 X 0 1 1 85TH %: 35 36 36 M.P.H.
39 X X 1 1 2
38 X X X X X X 4 2 6 50TH %: 32 31 32 M.P.H.
37 X X X X 2 2 4
36 X X X X X X X X X 3 6 9 15TH %: 26 26 26 M.P.H.
35 X X X X X X X X X X X X X X X X 10 6 16 *
34 X X X X X X X X X X X X X X X X X X X X X X 12 10 22 * 10 MPH PACE: 27 - 36 27 - 36 27 - 36 M.P.H. 33 X X X X X X X X X X X X X X X X X X 11 7 18 *
32 X X X X X X X X X X X X 6 6 12 P % IN PACE: 74% 70% 72% 31 X X X X X X X X X X X X X X X X X 7 10 17 A
30 X X X X X X X X X 5 4 9 C % OVER PACE: 11% 15% 13%
29 X X X X X X X X X X X X X X X X X X X 10 9 19 E
28 X X X X X X X X X X X 4 7 11 * % UNDER PACE: 15% 15% 15% 27 X X X X X X X X X X X 6 5 11 *
26 X X X X X X 3 3 6 * ARITHMETIC MEAN: 32 32 32 M.P.H. 25 X X X X X X X X X X X 5 6 11
24 X X X X 3 1 4 SAMPLE VARIANCE: 25 33 29
23 0 0 0
22 X X X 2 1 3 STANDARD DEVIATION: 5 6 5 M.P.H.
21 X X X 1 2 3
20 X X 0 2 2 VARIANCE OF THE MEAN: 0.25 0.33 0.14
19 X 1 0 1
18 0 0 0 STD. ERROR OF THE MEAN: 0.50 0.57 0.38 M.P.H. 17 0 0 0
16 0 0 0
15 0 0 0
100 100 200
CARLOS

PARTLY SUNN
DRY
FAIR
RADAR

CITY OF MONTEBELLO
TO

WILCOX AVENUE

Page 317 of 1054 ends

City of Montebello
Engineering and Traffic Survey – April 2026

Appendix ‘C’
Engineering and Traffic Survey Field Data Sheets

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Engineering and Traffic Survey
(CVC Section 627)

C - 1

Street: Arroyo Dr.

Segment: Potrero Grande Dr. to Paramount Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 1

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/28/2026 1/28/2026 1/28/2026
50th Percentile Speed: 31.0 30.0 30.0
85th Percentile Speed: 36.0 35.0 35.0
10 MPH Pace: 26-35 26-35 26-35
Percent in Pace: 77 77 77
Posted Speed Limit 30 30
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.20 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/28/2026
Average Daily Traffic (ADT): 5,613
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Potrero Grande Dr.; Paramount Blvd.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.56
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS. Uncontrolled Crosswalk @ 2nd St.

Limited driveways, signalized intersections justify increase to the 85th percentile speed.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 319 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 2

Street: Arroyo Dr.

Segment: Paramount Blvd. to Rose Glen Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 2

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/28/2026 1/28/2026 1/28/2026
50th Percentile Speed: 25.0 25.0 25.0
85th Percentile Speed: 35.0 33.0 35.0
10 MPH Pace: 21-30 22-31 21-30
Percent in Pace: 67 72 70
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.00 Mid-Block Collisions: 0 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/28/2026
Average Daily Traffic (ADT): 2,546
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Paramount Blvd.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.60
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS. Uncontrolled Crosswalk @ Firvale Ave.

Limited driveways, signalized intersections, zero accidents justify increase to the 85th percentile speed.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 320 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 3

Street: Avenida de la Merced
Segment: Lincoln Ave. to Poplar Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 3

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/30/2026 1/30/2026 1/30/2026
50th Percentile Speed: 29.0 32.0 30.0
85th Percentile Speed: 33.0 35.0 34.0
10 MPH Pace: 24-33 27-36 26-35
Percent in Pace: 77 77 73
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.00 Mid-Block Collisions: 0 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/30/2026
Average Daily Traffic (ADT): 2,714
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop @ Poplar Ave, Lincoln Ave.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.55
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS.

Safe route to school zone, stop controlled intersections justify keeping existing speed limit to the 85th percentile speed.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above.

Page 321 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 4
4 Street: Avenida de la Merced
Segment: Poplar Ave. to Montebello Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 4

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 2/2/2026 2/2/2026 2/2/2026
50th Percentile Speed: 32.0 32.0 32.0
85th Percentile Speed: 37.0 39.0 38.0
10 MPH Pace: 28-37 28-37 28-37
Percent in Pace: 73 62 68
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.67 Mid-Block Collisions: 3 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 2/2/2026
Average Daily Traffic (ADT): 2,443
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Montebello Blvd.; stop @ Poplar Ave Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.45
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS. Stop-controled Crosswalk @ Poplar Ave
Safe route to school zone, bike lanes, 3 accidents justify reduction to the 85th percentile speed.by 3 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 322 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 5
5 Street: Beverly Blvd.

Segment: West City Limit to Findlay Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 5

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 33.0 34.0 34.0
85th Percentile Speed: 40.0 39.0 40.0
10 MPH Pace: 29-38 29-38 29-38
Percent in Pace: 63 62 63
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.12 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 23,823
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Findlay Ave, Bradshawe St
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.33
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
PART IV: Additional Remarks
SRTS.

Numerous commercial driveways, safe route to school zone and limited visibility justify reducing the 85th percentile speed by 5 MPH
PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 323 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 6
6 Street: Beverly Blvd.

Segment: Findlay Ave. to Garfield Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 6

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 35.0 35.0 35.0
85th Percentile Speed: 41.0 40.0 41.0
10 MPH Pace: 30-39 29-38 30-39
Percent in Pace: 66 65 65
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.19 Mid-Block Collisions: 9 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 26,173
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Findlay Ave, Garfield Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.24
Verticle Curves: Yes
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
PART IV: Additional Remarks
SRTS.

Numerous commercial driveways, safe route to school zone, vertical curve and limited visibility justify reducing the 85th percentile speed by 6 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 324 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 7
7 Street: Beverly Blvd.

Segment: Garfield Ave. to Wilcox Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 7

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 35.0 34.0 34.0
85th Percentile Speed: 41.0 40.0 40.0
10 MPH Pace: 31-40 29-38 29-38
Percent in Pace: 60.0 65.0 61.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.32 Mid-Block Collisions: 15 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 25,817
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals @ Garfield Ave, Hay St, Via Val Verde, Wilcox Ave Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.68
Verticle Curves: Yes
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
PART IV: Additional Remarks
Numerous commercial driveways, uncontrolled crosswalk, vertical curves and limited visibility justify reducing the 85th percentile speed by 5 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 325 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 8
8 Street: Beverly Blvd.

Segment: Wilcox Ave. to Maple Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 8

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 34.0 35.0 34.0
85th Percentile Speed: 39.0 40.0 39.0
10 MPH Pace: 29-38 30-39 30-39
Percent in Pace: 70.0 63.0 66.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.23 Mid-Block Collisions: 19 Expected Mid-Block Collision Rate: 1.05 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 44,902
Lane Configuration: 6-Lane Divided
Traffic Controls: Signal @ Wilcox Ave, 18th St, Civic Center, Maple Ave Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.5
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
PART IV: Additional Remarks
SRTS; Uncontrolled Crosswalk @ 21st St; On-Street Parking is permitted in certain hours.

Numerous commercial driveways, safe route to school zone, uncontrolled crosswalk and limited visibility justify reducing the 85th percentile speed by 4 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 326 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 9
9 Street: Beverly Blvd.

Segment: Maple Ave. to Montebello Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 9

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 34.0 33.0 34.0
85th Percentile Speed: 40.0 38.0 39.0
10 MPH Pace: 30-39 30-39 30-39
Percent in Pace: 66.0 64.0 65.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.41 Mid-Block Collisions: 31 Expected Mid-Block Collision Rate: 1.05 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 41,917
Lane Configuration: 6-Lane Divided
Traffic Controls: Signal @ Maple Ave, Taylor Ave, Howard Ave, Montebello Blvd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: No No
Length of Segment (Miles): 0.5
Verticle Curves: Yes
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
PART IV: Additional Remarks
SRTS.

Numerous commercial driveways, safe route to school zone, vertical curve and limited visibility justify reducing the 85th percentile speed by 4 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 327 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 10
10 Street: Beverly Blvd.

Segment: Montebello Blvd. to East City Limit
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 10

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 32.0 34.0 33.0
85th Percentile Speed: 39.0 38.0 38.0
10 MPH Pace: 27-36 28-37 28-37
Percent in Pace: 69.0 66.0 67.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.32 Mid-Block Collisions: 17 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 29,381
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Montebello Blvd, 6th St, 5th St, 4th St, Poplar Ave, Rea Dr Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.8
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
PART IV: Additional Remarks
Uncontrolled Crosswalk @ 2nd St.

Numerous commercial driveways, uncontrolled crosswalk and limited visibility justify reducing the 85th percentile speed by 3 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 328 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 11
11 Street: Bluff Rd.

Segment: Whittier Blvd. to Washington Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 11

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/29/2026 1/29/2026 1/29/2026
50th Percentile Speed: 27.0 28.0 28.0
85th Percentile Speed: 32.0 36.0 34.0
10 MPH Pace: 22-31 23-32 23-32
Percent in Pace: 79.0 67.0 73.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.32 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/29/2026
Average Daily Traffic (ADT): 8,546
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Whittier Blvd, Washington Blvd; Stop @ Beach St, Mines Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1.31
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential / Vacant Land Residential / Vacant Land PART IV: Additional Remarks
On-Street Paring is partially permitted. Sidewalks are partially available.

Numerous residential driveways, horizontal curve, and limited visibility justify reducing the 85th percentile speed by MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 329 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 12
12 Street: Bluff Rd.

Segment: Washington Blvd. to Sycamore St.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 12

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/29/2026 1/29/2026 1/29/2026
50th Percentile Speed: 27.0 27.0 27.0
85th Percentile Speed: 34.0 32.0 33.0
10 MPH Pace: 21-30 22-31 23-32
Percent in Pace: 67.0 78.0 71.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 3.76 Mid-Block Collisions: 8 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/29/2026
Average Daily Traffic (ADT): 1,167
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Washington Blvd; Stop @ Date St, Elm St Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.77
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: No Yes
Driveways: No Yes
Street Lighting: No Yes
Adjacent Land Use: Vacant Land Residential
PART IV: Additional Remarks
Westside sidewalks are partially available.

Numerous residential driveways, horizontal curves, and limited visibility justify reducing the 85th percentile speed by 8 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 330 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 13
13 Street: Concourse Blvd.

Segment: Beverly Blvd. to Madison Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 13

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/3/2026 2/3/2026 2/3/2026
50th Percentile Speed: 27.0 27.0 27.0
85th Percentile Speed: 36.0 32.0 34.0
10 MPH Pace: 24-33 23-32 23-32
Percent in Pace: 54.0 78.0 66.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 1.04 Mid-Block Collisions: 3 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/3/2026
Average Daily Traffic (ADT): 1,581
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Whittier Blvd, Washington Blvd; Stop @ Beach St, Mines Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.27
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential / Vacant Land Residential / Vacant Land PART IV: Additional Remarks
On-Street Paring is partially permitted. Sidewalks are partially available.

Numerous residential driveways, horizontal curve, and limited visibility justify reducing the 85th percentile speed by 9 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 331 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 14
14 Street: Concourse Blvd.

Segment: Madison Ave, to Whittier Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 14

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/3/2026 2/3/2026 2/3/2026
50th Percentile Speed: 27.0 28.0 28.0
85th Percentile Speed: 33.0 36.0 35.0
10 MPH Pace: 23-32 23-32 23-32
Percent in Pace: 70.0 65.0 68.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.62 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/3/2026
Average Daily Traffic (ADT): 4,438
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Whittier Blvd, Washington Blvd; Stop @ Beach St, Mines Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.27
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential / Vacant Land Residential / Vacant Land PART IV: Additional Remarks
On-Street Paring is partially permitted. Sidewalks are partially available.

Numerous residential driveways, horizontal curve, and limited visibility justify reducing the 85th percentile speed by 10 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 332 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 15
15 Street: Findlay Ave.

Segment: Via Campo to Beverly Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 15

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 25.0 25.0 25.0
85th Percentile Speed: 30.0 30.0 30.0
10 MPH Pace: 20-29 21-30 21-30
Percent in Pace: 73.0 68.0 69.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 9.20 Mid-Block Collisions: 14 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 834
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Via Campo, Beverly Blvd; Stop @ Barr Ave Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.61
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS, Narrow Street width, Speed Bumps.

SRTS, Narrow Street width, Speed Bumps, and Numerous residential driveways justify reducing the rounded 85th percentile speed by 5 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 333 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 16
16 Street: Findlay Ave.

Segment: Beverly Blvd. to South City Limit
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 16

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/21/2026 1/21/2026 1/21/2026
50th Percentile Speed: 22.0 22.0 22.0
85th Percentile Speed: 26.0 26.0 26.0
10 MPH Pace: 17-26 18-27 17-26
Percent in Pace: 84.0 87.3 85.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.39 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/21/2026
Average Daily Traffic (ADT): 2,783
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Beverly Blvd
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.22
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
SRTS.

SRTS, Narrow Street width, Speed Bumps, and Numerous residential driveways justify reducing the rounded 85th percentile speed by 5 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 334 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 17
17 Street: Garfield Ave.

Segment: Pomona Blvd. to Beverly Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 17

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/22/2026 1/22/2026 1/22/2026
50th Percentile Speed: 35.0 37.0 36.0
85th Percentile Speed: 42.0 44.0 43.0
10 MPH Pace: 30-39 33-42 31-40
Percent in Pace: 57.0 55.0 55.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.21 Mid-Block Collisions: 12 Expected Mid-Block Collision Rate: 0.77 24PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/22/2026
Average Daily Traffic (ADT): 30,650
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signal @ Via Campo, Beverly Blvd; Stop @ Barr Ave Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.65
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS.

SRTS, cross streets, and numerous residential driveways justify reducing the 85th percentile speed by 3 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 335 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 18
18 Street: Garfield Ave.

Segment: Beverly Blvd. to Whittier Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 18

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/22/2026 1/22/2026 1/22/2026
50th Percentile Speed: 35.0 33.0 34.0
85th Percentile Speed: 41.0 42.0 42.0
10 MPH Pace: 33-42 27-36 28-37
Percent in Pace: 53.0 61.0 55.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.11 Mid-Block Collisions: 6 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/22/2026
Average Daily Traffic (ADT): 29,586
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signal @ Beverly Blvd, Hay St, Madison Av; Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.91
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS.

SRTS, cross streets, and numerous residential driveways justify reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 336 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 19
19 Street: Greenwood Ave.

Segment: Mines Ave. to Washington Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillán Segment #: 19

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 35.0 37.0 36.0
85th Percentile Speed: 39.0 43.0 41.0
10 MPH Pace: 30-39 32-41 30-39
Percent in Pace: 75.0 67.0 71.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.49 Mid-Block Collisions: 10 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 11,183
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signal @ Washinton Blvd, Mines Ave, Beach St Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
SRTS.

SRTS, cross streets, and numerous residential driveways justify reducing the 85th percentile speed by 1 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 337 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 20
20 Street: Greenwood Ave.

Segment: Washington Blvd. to Oakwood St.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 20

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 34.0 34.0 34.0
85th Percentile Speed: 40.0 39.0 40.0
10 MPH Pace: 21.0 21.0 21.0
Percent in Pace: 69.5 70.5 70.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.22 Mid-Block Collisions: 7 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 17,418
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signal @ Washington Blvd, Daate St, Oakwood St; Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.63
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential / Commercial PART IV: Additional Remarks
Residential area, numerous driveways and crosswalks justify keeping the 85th percentile speed.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 338 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 21
21 Street: Greenwood Ave.

Segment: Oakwood St. to Telegraph Rd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 21

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 37.0 37.0 37.0
85th Percentile Speed: 41.0 42.0 42.0
10 MPH Pace: 32-41 33-42 32-41
Percent in Pace: 70.0 61.0 65.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.15 Mid-Block Collisions: 6 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 22,049
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Telegraph Rd, Sycamore Connector Rd, Elm St Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.70
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Industrial Industrial
PART IV: Additional Remarks
Residential area, numerous driveways and crosswalks justify reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 339 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 22
22 Street: Greenwood Ave.

Segment: Whittier Blvd. to Olympic Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 22

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 28.0 26.0 27.0
85th Percentile Speed: 33.0 32.0 33.0
10 MPH Pace: 24-33 22-31 22-31
Percent in Pace: 71.0 76.0 73.0
Posted Speed Limit 30 30
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.25 Mid-Block Collisions: 4 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 8,608
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Olympic Blvd; Stop @ Whittier Blvd Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.26
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential / Commercial PART IV: Additional Remarks
Uncontrolled Crosswalks @ Los Angeles Ave.

Residential area, numerous driveways and uncontrolled crosswalks justify reducing the 85th percentile speed by 3 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 340 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 23
23 Street: Greenwood Ave.

Segment: Olympic Blvd. to Montebello Way
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 23

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 26.0 25.0 26.0
85th Percentile Speed: 30.0 30.0 30.0
10 MPH Pace: 22-31 21-30 22-31
Percent in Pace: 81.0 74.0 77.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.36 Mid-Block Collisions: 7 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 10,693
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Olympic Blvd
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.28
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Industrial Industrial
PART IV: Additional Remarks
At grade railroad crossing Speed limit is not posted.

Numerous driveways, horizontal curves, at-grade rail road crossing and limited visibility justify reducing the 85th percentile speed by 5 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 341 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 24
24 Street: Hay St.

Segment: Wilcox Ave. to Via Acosta
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 24

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/28/2026 1/28/2026 1/28/2026
50th Percentile Speed: 22.0 22.0 22.0
85th Percentile Speed: 27.0 27.0 27.0
10 MPH Pace: 18-27 18-27 18-27
Percent in Pace: 83.0 80.0 82.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.34 Mid-Block Collisions: 3 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/28/2026
Average Daily Traffic (ADT): 4,870
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Wilcox Ave ; Stop @ Lincoln Ave, Via Costa Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.43
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS. Prima Facia 25 MPH, Numerous 15 MPH Speed Humps exist.

Numerous driveways, safe route to school, speed humps, limited visibility and horizontal curves justify the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 342 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 25
25 Street: Hay St.

Segment: Via Acosta to Via Corona
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 25

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/28/2026 1/28/2026 1/28/2026
50th Percentile Speed: 21.0 20.0 20.5
85th Percentile Speed: 25.0 24.0 24.0
10 MPH Pace: 15-24 15-24 15-24
Percent in Pace: 79.0 91.0 85.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 1.04 Mid-Block Collisions: 6 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/28/2026
Average Daily Traffic (ADT): 3,167
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Beverly Blvd; Stop @ Via Costa Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.23
Verticle Curves: Yes
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
Prima Facia 25 MPH speed limit is not posted. SRTS.

Numerous driveways, safe route to school, limited visibility, and horizontal and vertical curves justify the 85th percentile speed reduction by 1 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 343 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 26
26 Street: Howard Ave.

Segment: Jefferson Blvd. to Lincoln Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 26

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/30/2026 1/30/2026 1/30/2026
50th Percentile Speed: 28.0 29.0 28.0
85th Percentile Speed: 35.0 36.0 36.0
10 MPH Pace: 23-32 23-32 23-32
Percent in Pace: 69.0 69.0 69.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.45 Mid-Block Collisions: 1 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/30/2026
Average Daily Traffic (ADT): 1,218
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Lincoln Ave; Stop @ Jefferson Blvd.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.40
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential / Commercial PART IV: Additional Remarks

Residential area, numerous driveways and uncontrolled crosswalks justify reducing the 85th percentile speed by 6 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 344 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 27
27 Street: Howard Ave.

Segment: Lincoln Ave. to Beverly Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 27

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/30/2026 1/30/2026 1/30/2026
50th Percentile Speed: 27.0 27.0 27.0
85th Percentile Speed: 32.0 32.0 32.0
10 MPH Pace: 23-32 23-32 23-32
Percent in Pace: 78.0 76.0 77.0
Posted Speed Limit 30 30
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.84 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/30/2026
Average Daily Traffic (ADT): 3,270
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Beverly Blvd., Lincoln Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.25
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Industrial Industrial
PART IV: Additional Remarks

Numerous driveways, two-way turn lanes, justify reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 345 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 28
28 Street: Jefferson Blvd.

Segment: Howard Ave. to Montebello Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 28

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/30/2026 1/30/2026 1/30/2026
50th Percentile Speed: 28.0 29.0 28.0
85th Percentile Speed: 34.0 36.0 35.0
10 MPH Pace: 26-35 25-34 25-34
Percent in Pace: 64.0 55.0 59.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.47 Mid-Block Collisions: 1 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/30/2026
Average Daily Traffic (ADT): 1,175
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signal @ Montebello Blvd; Stop @ Howard Ave, Sonora St, Alfred Pl Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.40
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential / Commercial PART IV: Additional Remarks

Residential area, driveways and controlled crosswalks justify maintaining the 85th percentile speed 35 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 346 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 29
29 Street: Lincoln Ave.

Segment: Wilcox Ave. to Maple Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 29

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/28/2026 1/28/2026 1/28/2026
50th Percentile Speed: 25.0 26.0 26.0
85th Percentile Speed: 30.0 31.0 31.0
10 MPH Pace: 21-30 21-30 21-30
Percent in Pace: 85.0 80.0 83.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.39 Mid-Block Collisions: 9 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/28/2026
Average Daily Traffic (ADT): 12,595
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Maple Ave; Stop @ 19th St/Germain Dr Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.50
Verticle Curves: Yes
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS. Uncontrolled Crosswalk @ 18th St & Vail Ave; 2-Lane Un-divided between Wilcox Ave and 18th St; 4-Lane Divided between 18th St and Maple Ave.

Controlled crosswalks, driveways and existing conditions justify increasing speed limit to the 85th percentile speed of 35 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 347 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 30
30 Street: Lincoln Ave.

Segment: Maple Ave. to Montebello Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 30

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/28/2026 1/28/2026 1/28/2026
50th Percentile Speed: 28.0 30.0 29.0
85th Percentile Speed: 35.0 36.0 36.0
10 MPH Pace: 23-32 25-34 23-32
Percent in Pace: 65.0 67.0 63.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.21 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/28/2026
Average Daily Traffic (ADT): 13,310
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Maple Ave, Montebello Blvd, Howard Ave Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: No Yes
Length of Segment (Miles): 0.50
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Uncontrolled Crosswalk @ Taylor Ave.

Numerous driveways and controlled crosswalk justify maintaining speed limit near the 85th percentile speed of 36 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 348 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 31
31 Street: Lincoln Ave.

Segment: Montebello Blvd. to Victoria Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 31

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/30/2026 1/30/2026 1/30/2026
50th Percentile Speed: 26.0 27.0 26.0
85th Percentile Speed: 31.0 31.0 31.0
10 MPH Pace: 22-31 21-30 21-30
Percent in Pace: 75.0 75.0 75.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.27 Mid-Block Collisions: 3 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/30/2026
Average Daily Traffic (ADT): 6,036
Lane Configuration: 2-Lane Un-Divided
Traffic Controls: Signal @ Montebello Blvd, Poplar Ave; Stop @ Victoria Ave, Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.70
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks

SRTS.

Controlled crosswalks, driveways, justify increasing speed limit near the 85th percentile speed of 31 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 349 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 32
32 Street: Lincoln Ave.

Segment: Victoria Ave. to Avenida de la Merced
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 32

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/30/2026 1/30/2026 1/30/2026
50th Percentile Speed: 27.0 26.0 27.0
85th Percentile Speed: 32.0 36.0 35.0
10 MPH Pace: 21-30 23-32 23-32
Percent in Pace: 76.0 64.0 70.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.24 Mid-Block Collisions: 3 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/30/2026
Average Daily Traffic (ADT): 6,925
Lane Configuration: 2-Lane Un-Divided
Traffic Controls: Signal @ Poplar Ave; Stop @ Avenida de la Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.40
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
SRTS.

Controlled crosswalks, driveways, justify increasing speed limit near the 85th percentile speed of 35 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 350 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 33
33 Street: Lincoln Ave.

Segment: Avenida de la Merced to San Gabriel Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 33

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/30/2026 1/30/2026 1/30/2026
50th Percentile Speed: 31.0 31.0 31.0
85th Percentile Speed: 40.0 38.0 39.0
10 MPH Pace: 26-35 26-35 26-35
Percent in Pace: 57.0 60.0 59.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.08 Mid-Block Collisions: 1 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/30/2026
Average Daily Traffic (ADT): 6,590
Lane Configuration: 2-Lane Un-Divided
Traffic Controls: Signal @ San Gabriel Blvd; Stop @ Avenida de la Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1.13
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Controlled cross streets, driveways and crosswalk justify maintaining existing speed reducing the 85th percentile speed by 4 MPH..

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 351 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 34
34 Street: Mines Ave.

Segment: Vail Ave. to Greenwood Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 34

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/29/2026 1/29/2026 1/29/2026
50th Percentile Speed: 26.0 26.0 26.0
85th Percentile Speed: 33.0 31.0 32.0
10 MPH Pace: 23-32 21-30 21-30
Percent in Pace: 73.0 78.0 75.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.77 Mid-Block Collisions: 8 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/29/2026
Average Daily Traffic (ADT): 5,714
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop @ Vail Ave, Maple Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: Yes
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Industrial / Vacant Land Industrial
PART IV: Additional Remarks
Northside street lights exist between Vail Ave and Maple Ave; Southside street lights exist between Maple Ave and Greenwood Ave.

Numerous industrial truck driveways, multiple stop-controlled intersections and limited visibility justify reducing the 85th percentile speed by 7 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 352 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 35
35 Street: Mines Ave.

Segment: Greenwood Ave. to Montebello Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 35

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/29/2026 1/29/2026 1/29/2026
50th Percentile Speed: 26.0 25.0 25.0
85th Percentile Speed: 32.0 32.0 32.0
10 MPH Pace: 21-30 20-29 20-29
Percent in Pace: 73.0 69.0 70.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.09 Mid-Block Collisions: 1 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/29/2026
Average Daily Traffic (ADT): 6,158
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Siganl @ Greenwood Ave; Stop @ Montebello Blvd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.21
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
Speed limit is not posted.

Numerous driveways and limited visibility justify reducing the 85th percentile speed by 7 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 353 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 36
36 Street: Mines Ave.

Segment: Montebello Blvd. to Bluff Rd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 36

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/29/2026 1/29/2026 1/29/2026
50th Percentile Speed: 26.0 27.0 27.0
85th Percentile Speed: 37.0 39.0 37.0
10 MPH Pace: 21-30 22-31 22-31
Percent in Pace: 67.0 63.0 64.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.14 Mid-Block Collisions: 1 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/29/2026
Average Daily Traffic (ADT): 3,840
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop @ Montebello Blvd, Bluff Rd
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.33
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential / Park Residential
PART IV: Additional Remarks
Prima Facia Speed limit is not posted. Uncontrolled crosswalk @ 4th St & 3rd St.

Numerous driveways, uncontrolled crosswalks and limited visibility justify reducing the 85th percentile speed by 12 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 354 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 37
37 Street: Montebello Blvd.

Segment: Plaza Dr. to Paramount Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 37

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 35.0 34.0 35.0
85th Percentile Speed: 41.0 41.0 41.0
10 MPH Pace: 32-41 29-38 29-38
Percent in Pace: 63.0 60.0 61.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.13 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 8,355
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Plaza Dr, Paramount Bl
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.55
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 1 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 355 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 38
38 Street: Montebello Blvd.

Segment: Paramount Blvd. to Jefferson Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 38

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 37.0 37.0 37.0
85th Percentile Speed: 43.0 41.0 42.0
10 MPH Pace: 31-40 33-42 33-42
Percent in Pace: 62.0 76.0 69.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.08 Mid-Block Collisions: 4 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 29,196
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Paramount Blvd, Liberty Ave, Jefferson Blvd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.95
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Horizontal curve justifies reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 356 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 39
39 Street: Montebello Blvd.

Segment: Jefferson Blvd. to Lincoln Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 39

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 36.0 37.0 36.0
85th Percentile Speed: 40.0 43.0 42.0
10 MPH Pace: 31-40 31-40 31-40
Percent in Pace: 74.0 59.0 67.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.13 Mid-Block Collisions: 7 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 29,947
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Lincoln Ave Jefferson Blvd
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.43
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Horizontal curve justifies reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 357 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 40
40 Street: Montebello Blvd.

Segment: Lincoln Ave. to Beverly Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 40

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 36.0 36.0 36.0
85th Percentile Speed: 41.0 41.0 41.0
10 MPH Pace: 31-40 32-41 32-41
Percent in Pace: 67.0 63.0 64.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.25 Mid-Block Collisions: 12 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 26,006
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Lincoln Ave, Victoria Ave, Beverly Blvd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.25
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Horizontal curve justifies reducing the 85th percentile speed by 1 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 358 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 41
41 Street: Montebello Blvd.

Segment: Beverly Blvd. to Madison Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 41

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 35.0 34.0 35.0
85th Percentile Speed: 39.0 40.0 40.0
10 MPH Pace: 30-39 30-39 30-39
Percent in Pace: 65.0 61.0 63.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.17 Mid-Block Collisions: 7 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 23,151
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Beverly Blvd, Madison Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.30
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 5 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 359 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 42
42 Street: Montebello Blvd.

Segment: Madison Ave. to Whittier Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 42

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 33.0 33.0 33.0
85th Percentile Speed: 38.0 39.0 38.0
10 MPH Pace: 29-38 28-37 28-37
Percent in Pace: 74.0 62.0 68.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.13 Mid-Block Collisions: 3 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 13,146
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Madison Ave, Cleveland Ave, Whittier Blvd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.30
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Horizontal curve justifies reducing the 85th percentile speed by 3 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 360 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 43
43 Street: Montebello Blvd.

Segment: Whittier Blvd. to Truck Wy.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 43

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/26/2026 1/26/2026 1/26/2026
50th Percentile Speed: 31.0 29.0 30.0
85th Percentile Speed: 35.0 34.0 35.0
10 MPH Pace: 26-35 24-33 26-35
Percent in Pace: 88.0 74.0 80.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 1.82 Mid-Block Collisions: 9 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/26/2026
Average Daily Traffic (ADT): 2,705
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Whittier Blvd, Olympic Blvd, Truck Way Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.37
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Numerous driveways, horizontal curve and limited visibility justify keeping the speed limit at the 85th percentile speed by 35 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 361 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 44
44 Street: Montebello Blvd.

Segment: Truck Way to Mines Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 44

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/26/2026 1/26/2026 1/26/2026
50th Percentile Speed: 28.0 28.0 28.0
85th Percentile Speed: 33.0 32.0 32.0
10 MPH Pace: 24-33 23-32 24-33
Percent in Pace: 74.0 77.0 75.0
Posted Speed Limit 30 30
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.77 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/26/2026
Average Daily Traffic (ADT): 1,423
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Truck Way; Stop @ Mines Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.22
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
Speed limit is not posted.

Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 362 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 45
45 Street: Montebello Blvd.

Segment: Mines Ave. to Washington Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 45

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 29.0 29.0 29.0
85th Percentile Speed: 34.0 35.0 35.0
10 MPH Pace: 25-34 25-34 25-34
Percent in Pace: 75.0 71.0 73.0
Posted Speed Limit 30 30
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 1.35 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 2,032
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Washington Blvd; Stop @ Mines Ave, Beach St, Jacmar Dr Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.63
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential / School
PART IV: Additional Remarks
SRTS speed limit of 25 MPH is posted. Uncontrolled Crosswalk @ Carmelita Ave.

Numerous driveways, uncontrolled crosswalk, horizontal curve and limited visibility justify reducing the 85th percentile speed by 5 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 363 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 46
46 Street: Montebello Blvd.

Segment: Washington Blvd. to Sycamore St.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 46

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/29/2026 1/29/2026 1/29/2026
50th Percentile Speed: 26.0 28.0 26.0
85th Percentile Speed: 34.0 35.0 35.0
10 MPH Pace: 18-27 19-28 17-26
Percent in Pace: 84.0 72.0 78.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 1.86 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/29/2026
Average Daily Traffic (ADT): 590
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Washington; Stop @ Sycamore, Elm, Oakwood, Date, Frankel
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.78
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Prima Facia Speed limit is not posted.

Numerous driveways, and limited visibility justify reducing the 85th percentile speed by 1 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 364 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 47
47 Street: Montebello Wy.

Segment: Truck Wy. to Mines Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 47

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 4/13/2016 4/13/2016 4/13/2016
50th Percentile Speed: 34.0 33.0 33.5
85th Percentile Speed: 41.0 38.0 39.5
10 MPH Pace: 28-27 28-27 28-27
Percent in Pace: 71.2 74.0 72.6
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.27 Mid-Block Collisions: 7 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 4/11/2016
Average Daily Traffic (ADT): 14,140 (Projected for 2026) Lane Configuration: 4-Lane Un-Divided
Traffic Controls: Signal @ Truck Way, Mines Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.30
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Construction Zone, Speeds and ADT counts could not be done for 2026. ADT is projected from 2016 counts.

Numerous driveways, horizontal curve and limited visibility justify keeping existing limit near to the 85th percentile speed 39 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 365 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 48
48 Street: Olympic Blvd.

Segment: West City Limit to Maple Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 48

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/26/2026 1/26/2026 1/26/2026
50th Percentile Speed: 36.0 36.0 36.0
85th Percentile Speed: 43.0 41.0 42.0
10 MPH Pace: 31-40 32-41 31-40
Percent in Pace: 61.0 62.0 61.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.36 Mid-Block Collisions: 11 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/26/2026
Average Daily Traffic (ADT): 16,572
Lane Configuration: 4-Lane Divided
Traffic Controls: Signal @ Vail Ave, Maple Ave
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.58
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Uncontrolled Crosswalk @ Hereford Dr.

Uncontrolled crosswalk and horizontal curve justify reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 366 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 49
49 Street: Olympic Blvd.

Segment: Maple Ave. to Montebello Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 49

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/26/2026 1/26/2026 1/26/2026
50th Percentile Speed: 35.0 34.0 34.0
85th Percentile Speed: 39.0 39.0 39.0
10 MPH Pace: 30-39 30-39 30-39
Percent in Pace: 69.0 68.0 69.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 2.68 Mid-Block Collisions: 16 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/26/2026
Average Daily Traffic (ADT): 3,276
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signal @ Maple Ave, Greenwood Ave, Montebello Blvd Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.51
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential Commercial
PART IV: Additional Remarks
Uncontrolled Crosswalk @ Park Ave & Taylor Ave.

Uncontrolled crosswalks, numerous driveways and horizontal curve justify reducing the 85th percentile speed by 4 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 367 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 50
50 Street: Olympic Blvd.

Segment: Montebello Blvd. to 4th St.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 50

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/26/2026 1/26/2026 1/26/2026
50th Percentile Speed: 32.0 33.0 32.0
85th Percentile Speed: 37.0 36.0 36.0
10 MPH Pace: 28-37 28-37 28-37
Percent in Pace: 84.0 80.0 82.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.94 Mid-Block Collisions: 1 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/26/2026
Average Daily Traffic (ADT): 582
Lane Configuration: 3-Lane Un-divided
Traffic Controls: Signal @ Montebello Blvd
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.24
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: No Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential Industrial
PART IV: Additional Remarks
Uncontrolled Crosswalk @ 5th St.

Uncontrolled crosswalk and truck traffic justify reducing the 85th percentile speed by 1 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 368 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 51
51 Street: Paramount Blvd.

Segment: North City Limit to SR 60 Freeway
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 51

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 33.0 33.0 33.0
85th Percentile Speed: 40.0 40.0 40.0
10 MPH Pace: 27-36 28-37 28-37
Percent in Pace: 67.0 58.0 61.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.04 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 29,881
Lane Configuration: 5-Lane Divided
Traffic Controls: Signal @ Arroyo Dr, Neil Amstrong St
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: No No
Length of Segment (Miles): 0.40
Verticle Curves: Yes
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
SRTS.

Horizontal and vertical curves justify application of a 5 MPH reduction to the 85th percentile speed.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 369 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 52
52 Street: Paramount Blvd.

Segment: SR 60 Freeway to Montebello Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 52

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/23/2026 1/23/2026 1/23/2026
50th Percentile Speed: 33.0 32.0 33.0
85th Percentile Speed: 38.0 38.0 38.0
10 MPH Pace: 28-37 29-38 28-37
Percent in Pace: 69.0 64.0 66.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.13 Mid-Block Collisions: 7 Expected Mid-Block Collision Rate: 0.93 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/23/2026
Average Daily Traffic (ADT): 29,785
Lane Configuration: 5-Lane Divided
Traffic Controls: Signal @ Town Center Dr, Montebello Blvd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: No No
Length of Segment (Miles): 0.19
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes No
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
PART IV: Additional Remarks
Horizontal curve justify application of a 5 MPH reduction to the 85th percentile speed.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 370 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 53
53 Street: Pickering Wy.

Segment: Olympic Blvd. Ferguson Dr.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 53

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/4/2026 2/4/2026 2/4/2026
50th Percentile Speed: 30.0 25.0 27.0
85th Percentile Speed: 34.0 34.0 34.0
10 MPH Pace: 25-34 22-31 23-32
Percent in Pace: 69.0 63.0 60.0
Posted Speed Limit 30 30
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.00 Mid-Block Collisions: 0 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/4/2026
Average Daily Traffic (ADT): 849
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop @ Southside Dr, Ferguson Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.25
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
PART IV: Additional Remarks
Numerous driveways, horizontal curve and limited visibility justify reducing the 85th percentile speed by 4 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 371 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 54
54 Street: Poplar Ave.

Segment: Lincoln Ave. to Beverly Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 54

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/2/2026 2/2/2026 2/2/2026
50th Percentile Speed: 31.0 30.0 31.0
85th Percentile Speed: 36.0 36.0 36.0
10 MPH Pace: 26-35 25-34 26-35
Percent in Pace: 73.0 64.0 63.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.83 Mid-Block Collisions: 7 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/2/2026
Average Daily Traffic (ADT): 4,611
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Lincoln Ave, Beverly Blvd
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.29
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Uncontrolled Crosswalk @ Victoria Ave.

On-street parking, numerous driveways, limited visibility and an uncontrolled crosswalk justify a 6 MPH reduction to the 85th percentile.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 372 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 55
55 Street: Poplar Ave.

Segment: Beverly Blvd. to Poplar Wy.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 55

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/2/2026 2/2/2026 2/2/2026
50th Percentile Speed: 27.0 27.0 27.0
85th Percentile Speed: 33.0 32.0 33.0
10 MPH Pace: 21-30 23-32 23-32
Percent in Pace: 72.0 76.0 72.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.56 Mid-Block Collisions: 4 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/2/2026
Average Daily Traffic (ADT): 3,906
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Beverly Blvd; Stop @ Madison Ave Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.46
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
On-street parking, numerous driveways, limited visibility and an uncontrolled crosswalk justify a 3 MPH reduction to the rounded 85th percentile.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 373 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 56
56 Street: Potrero Grande Dr.

Segment: Arroyo Dr. to South City Limit
Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 56

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/28/2026 1/28/2026 1/28/2026
50th Percentile Speed: 34.0 35.0 35.0
85th Percentile Speed: 40.0 39.0 40.0
10 MPH Pace: 30-39 30-39 30-39
Percent in Pace: 65.0 72.0 69.0
Posted Speed Limit 40 40
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.00 Mid-Block Collisions: 0 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/28/2026
Average Daily Traffic (ADT): 21,361
Lane Configuration: 4-Lane Un-Divided
Traffic Controls: Signal @ Arroyo Dr, Market Pl Dr
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Limited driveways, minor horizontal curve and clear visibility justify keeping existing speed limit near the 85th percentile speed of 40 MPH.

PART V: Recommended Speed Limit: 40 MPH. Justification Listed Above

Page 374 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 57
57 Street: Rea Dr.

Segment: Beverly Blvd. to Lincoln Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 57

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/2/2026 2/2/2026 2/2/2026
50th Percentile Speed: 24.0 29.0 27.0
85th Percentile Speed: 33.0 35.0 34.0
10 MPH Pace: 21-30 25-34 21-30
Percent in Pace: 63.0 68.0 61.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.59 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/2/2026
Average Daily Traffic (ADT): 4,620
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal @ Beverly Blvd; Stop @ Lincoln Ave & Grant Rea Park driveways
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.44
Verticle Curves: Yes
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes No
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Park Residential
PART IV: Additional Remarks
Both east and westside sidewalks are partially available.

On-street parking, horizontal and vertical curves, limited visibility and the park justify a 4 MPH reduction to the 85th percentile.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 375 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 58
58 Street: Slauson Ave.

Segment: Telegraph Rd. to Bluff Rd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 58

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 30.0 30.0 30.0
85th Percentile Speed: 35.0 35.0 35.0
10 MPH Pace: 26-35 27-36 26-35
Percent in Pace: 81.0 76.0 79.0
Posted Speed Limit 35 35
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 80
Mid-Block Collision Rate Per Million Vehicle Miles: 0.06 Mid-Block Collisions: 6 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 51.216
Lane Configuration: 4-Lane Un-Divided
Traffic Controls: Signal @ Telegraph Rd, Chapin Rd
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.21
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Limited driveways, minor horizontal curve and visibility justify keeping the speed limit at the 85th percentile speed 40 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 376 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 59
59 Street: Telegraph Rd.

Segment: Church Rd. to Greenwood Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 59

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 36.0 35.0 36.0
85th Percentile Speed: 42.0 43.0 42.0
10 MPH Pace: 32-41 30-39 30-39
Percent in Pace: 61.0 61.0 61.0
Posted Speed Limit 45 45
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.07 Mid-Block Collisions: 5 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 37,631
Lane Configuration: 4-Lane Un-Divided
Traffic Controls: Signal @ Greenwood Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.53
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Clear visibility justifies keeping existing speed limit near the 85th percentile speed by 42 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 377 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 60
60 Street: Telegraph Rd.

Segment: Greenwood Ave. to Slauson Ave.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 60

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 1/27/2026 1/27/2026 1/27/2026
50th Percentile Speed: 37.0 38.0 38.0
85th Percentile Speed: 44.0 44.0 44.0
10 MPH Pace: 33-42 35-44 33-42
Percent in Pace: 58.0 60.0 59.0
Posted Speed Limit 45 45
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.04 Mid-Block Collisions: 3 Expected Mid-Block Collision Rate: 0.77 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 1/27/2026
Average Daily Traffic (ADT): 45,137
Lane Configuration: 4-Lane Un-Divided
Traffic Controls: Signal @ Greenwood Ave, Slauson Ave,
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.42
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Clear visibility justifies keeping existing speed limit near the 85th percentile speed by 44 MPH.

PART V: Recommended Speed Limit: 35 MPH. Justification Listed Above

Page 378 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 61
61 Street: Union St.

Segment: Greenwood Ave. to Chapin Rd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 61

PART I: Prevailing Speed Measurement
Eastbound Westbound Combined
Date of Survey: 1/29/2026 1/29/2026 1/29/2026
50th Percentile Speed: 21.0 22.0 21.0
85th Percentile Speed: 25.0 26.0 25.0
10 MPH Pace: 16-25 16-25 16-25
Percent in Pace: 77.0 81.0 79.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.30 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Eastbound Westbound
Date of Observation: 1/29/2026
Average Daily Traffic (ADT): 3,706
Lane Configuration: 2-Lane Un-Divided
Traffic Controls: Signal @ Greenwood Ave; Stop @ Chapin Rd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No No
Truck Traffic: Yes Yes
On-Street Parking: No Yes
Length of Segment (Miles): 0.46
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes No
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Industrial Industrial
PART IV: Additional Remarks
On-street parking is partially permitted.

On-street parking, numerous driveways, limited visibility and heavy truck usage justify a speed limit at the 85th percentile.speed of 25 MPH
PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 379 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 62
62 Street: Vail Ave.

Segment: Beverly Blvd. to Whittier Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 62

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/3/2026 2/3/2026 2/3/2026
50th Percentile Speed: 25.0 25.0 25.0
85th Percentile Speed: 31.0 30.0 31.0
10 MPH Pace: 22-31 21-30 21-30
Percent in Pace: 69.0 73.0 71.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.33 Mid-Block Collisions: 2 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/3/2026
Average Daily Traffic (ADT): 3,320
Lane Configuration: 2-Lane Un-Divided
Traffic Controls: Signal @ Whittier Blvd; Stop @ Beverly Blvd, Madison Ave, Cleveland Ave
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: No No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.51
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Numerous driveways, school zone, speed humps justify reducing the 85th percentile speed by 6 MPH.

PART V: Recommended Speed Limit: 25 MPH. Justification Listed Above

Page 380 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 63
63 Street: Vail Ave.

Segment: Whittier Blvd. to Olympic Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 63

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/3/2026 2/3/2026 2/3/2026
50th Percentile Speed: 25.0 26.0 25.0
85th Percentile Speed: 28.0 30.0 29.0
10 MPH Pace: 19-28 21-30 21-30
Percent in Pace: 82.0 83.0 80.0
Posted Speed Limit 25 25
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.00 Mid-Block Collisions: 0 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/3/2026
Average Daily Traffic (ADT): 8,772
Lane Configuration: 2-Lane Un-Divided
Traffic Controls: Signal @ Whittier Blvd, Olympic Blvd
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.18
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Numerous driveways, school zone justify reducing the 85th percentile speed by 4 MPH PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 381 of 1054 ends

Engineering and Traffic Survey
(CVC Section 627)

C - 64
64 Street: Vail Ave.

Segment: Olympic Blvd. to Washington Blvd.

Prepared By: Yunus Rahi, PhD, PE, TE Checked By: Jennifer Santillan Segment #: 64

PART I: Prevailing Speed Measurement
Northbound Southbound Combined
Date of Survey: 2/4/2026 2/4/2026 2/4/2026
50th Percentile Speed: 24.0 26.0 25.0
85th Percentile Speed: 30.0 33.0 32.0
10 MPH Pace: 19-28 20-29 20-29
Percent in Pace: 80.0 71.0 74.0
Posted Speed Limit 30 30
PARTI I: Collision Records
Time Period Covered: 1/1/2021 through 12/31/2025
Number of Months Observed: 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.31 Mid-Block Collisions: 6 Expected Mid-Block Collision Rate: 1.24 PART III: Highway, Traffic and Roadside Characteristics Northbound Southbound
Date of Observation: 2/4/2026
Average Daily Traffic (ADT): 10,493
Lane Configuration: 2-Lane Un-Divided
Traffic Controls: Signal @ Olympic Blvd, Flotilla St, Washington Blvd Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes Yes
Truck Traffic: Yes Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.90
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential / Commercial Residential / Commercial PART IV: Additional Remarks
Numerous driveways, uncontrolled crosswalk, railroad crossing justify reducing the 85th percentile speed by 2 MPH.

PART V: Recommended Speed Limit: 30 MPH. Justification Listed Above

Page 382 of 1054 ends
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