Baldwin Park City Council
March 16, 2022

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 96 17 98
12:15 13 143 9 89
12:30 8 101 15 102
12:45 15 131 48 471 19 129 60 418 108 889
01:00 5 122 13 115
01:15 6 128 7 105
01:30 5 141 89 7
01:45 5 130 21 521 8 95 36 412 57 933
02:00 11 145 59 4
02:15 10 129 7 128
02:30 8 161 11 103
02:45 9 179 38 614 10 89 33 414 71 1028
03:00 8 142 5 106
03:15 7 198 6 115
03:30 14 183 9 119
03:45 21 173 50 696 12 104 32 444 82 1140
04:00 12 214 6 134
04:15 11 183 11 113
04:30 15 207 20 81
04:45 25 226 63 830 14 116 51 444 114 1274
05:00 23 181 15 120
05:15 14 201 19 100
05:30 33 188 36 123
05:45 32 157 102 727 59 115 129 458 231 1185
06:00 29 162 42 158
06:15 43 146 48 140
06:30 49 138 61 91
06:45 72 124 193 570 93 78 244 467 437 1037
07:00 50 100 85 82
07:15 54 112 133 89
07:30 86 82 132 83
07:45 84 88 274 382 119 73 469 327 743 709
08:00 77 76 125 80
08:15 74 69 87 68
08:30 86 80 94 85
08:45 86 93 323 318 94 60 400 293 723 611
09:00 75 63 96 67
09:15 86 69 96 51
09:30 111 59 88 50
09:45 107 67 379 258 96 41 376 209 755 467
10:00 85 54 87 51
10:15 82 35 86 40
10:30 92 32 91 29
10:45 90 28 349 149 107 19 371 139 720 288
11:00 97 31 81 32
11:15 112 14 88 22
11:30 96 21 86 31
11:45 124 33 429 99 104 14 359 99 788 198
Total 2269 5635 2560 4124 4829 9759
Percent 28.7% 71.3% 38.3% 61.7% 33.1% 66.9%
Grand
Total 2269 5635 2560 4124 4829 9759
Percent 28.7% 71.3% 38.3% 61.7% 33.1% 66.9%
ADT ADT 14,588 AADT 14,588
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Francisquito Ave & I-10 Frwy

Start 25-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 31 161 45 186
12:15 35 148 32 193
12:30 27 236 36 211
12:45 23 198 116 743 23 175 136 765 252 1508
01:00 23 160 27 162
01:15 7 163 26 142
01:30 18 186 24 156
01:45 13 177 61 686 14 154 91 614 152 1300
02:00 16 161 16 185
02:15 20 159 15 155
02:30 27 187 19 189
02:45 15 148 78 655 13 217 63 746 141 1401
03:00 31 153 16 203
03:15 37 171 15 206
03:30 32 141 9 177
03:45 33 157 133 622 23 194 63 780 196 1402
04:00 47 146 11 214
04:15 68 137 8 208
04:30 61 147 32 209
04:45 85 156 261 586 39 233 90 864 351 1450
05:00 76 157 34 198
05:15 98 176 33 189
05:30 122 167 35 199
05:45 99 146 395 646 47 199 149 785 544 1431
06:00 123 161 60 195
06:15 149 175 42 159
06:30 159 149 70 199
06:45 181 118 612 603 65 173 237 726 849 1329
07:00 143 118 67 127
07:15 182 129 66 147
07:30 219 116 100 124
07:45 248 101 792 464 135 143 368 541 1160 1005
08:00 220 132 122 112
08:15 237 88 78 111
08:30 216 120 99 114
08:45 203 109 876 449 89 102 388 439 1264 888
09:00 194 93 118 106
09:15 176 89 136 106
09:30 161 96 125 89
09:45 161 82 692 360 121 74 500 375 1192 735
10:00 136 74 121 95
10:15 159 63 126 71
10:30 177 80 127 74
10:45 167 52 639 269 127 80 501 320 1140 589
11:00 135 63 168 86
11:15 136 47 170 89
11:30 141 35 138 61
11:45 174 26 586 171 151 49 627 285 1213 456
Total 5241 6254 3213 7240 8454 13494
Percent 45.6% 54.4% 30.7% 69.3% 38.5% 61.5%
Grand
Total 5241 6254 3213 7240 8454 13494
Percent 45.6% 54.4% 30.7% 69.3% 38.5% 61.5%
ADT ADT 21,948 AADT 21,948
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn I-10 Frwy & South City Limit

Start 25-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 42 277 43 221
12:15 35 253 31 182
12:30 60 249 30 174
12:45 26 214 163 993 32 225 136 802 299 1795
01:00 69 205 35 187
01:15 60 165 28 207
01:30 53 182 37 227
01:45 33 202 215 754 18 209 118 830 333 1584
02:00 30 229 39 187
02:15 33 219 31 169
02:30 47 261 34 209
02:45 26 231 136 940 54 183 158 748 294 1688
03:00 28 242 41 184
03:15 30 229 41 164
03:30 34 213 53 177
03:45 34 239 126 923 42 167 177 692 303 1615
04:00 28 189 58 152
04:15 45 193 59 162
04:30 63 234 73 142
04:45 51 281 187 897 100 172 290 628 477 1525
05:00 74 246 70 167
05:15 83 275 100 161
05:30 100 252 106 190
05:45 97 185 354 958 103 136 379 654 733 1612
06:00 135 183 105 123
06:15 104 159 91 156
06:30 163 193 95 129
06:45 115 156 517 691 143 140 434 548 951 1239
07:00 178 160 100 99
07:15 180 138 142 99
07:30 189 127 160 107
07:45 189 134 736 559 188 99 590 404 1326 963
08:00 206 107 194 109
08:15 176 99 246 84
08:30 179 97 214 85
08:45 194 80 755 383 227 103 881 381 1636 764
09:00 227 103 204 60
09:15 336 83 197 49
09:30 195 76 193 84
09:45 210 71 968 333 171 61 765 254 1733 587
10:00 235 85 192 58
10:15 201 67 200 57
10:30 187 94 201 60
10:45 182 74 805 320 216 47 809 222 1614 542
11:00 228 87 185 55
11:15 201 75 196 50
11:30 197 72 218 31
11:45 196 52 822 286 211 29 810 165 1632 451
Total 5784 8037 5547 6328 11331 14365
Percent 41.8% 58.2% 46.7% 53.3% 44.1% 55.9%
Grand
Total 5784 8037 5547 6328 11331 14365
Percent 41.8% 58.2% 46.7% 53.3% 44.1% 55.9%
ADT ADT 25,696 AADT 25,696
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Live Oak Ave & Olive St

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 58 11 48
12:15 0 62 14 47
12:30 1 59 85 8
12:45 0 49 2 228 6 57 39 210 41 438
01:00 0 68 55 2
01:15 1 55 5 69
01:30 0 88 56 2
01:45 1 65 2 276 5 65 20 248 22 524
02:00 0 61 86 2
02:15 0 53 2 80
02:30 2 63 5 120
02:45 1 46 3 223 2 79 17 341 20 564
03:00 0 50 76 7
03:15 0 60 4 91
03:30 2 69 49 2
03:45 3 49 5 228 8 86 23 336 28 564
04:00 1 57 12 93
04:15 2 56 11 91
04:30 4 46 10 106
04:45 10 52 17 211 13 95 46 385 63 596
05:00 8 46 16 97
05:15 13 67 15 125
05:30 16 61 20 101
05:45 18 42 55 216 16 94 67 417 122 633
06:00 73 60 23 95
06:15 64 68 27 70
06:30 92 54 30 57
06:45 84 50 313 232 34 66 114 288 427 520
07:00 56 53 35 51
07:15 82 37 50 43
07:30 82 47 39 41
07:45 94 28 314 165 62 52 186 187 500 352
08:00 83 32 60 43
08:15 66 37 55 50
08:30 71 35 58 48
08:45 57 35 277 139 48 29 221 170 498 309
09:00 66 30 44 24
09:15 66 23 32 32
09:30 65 25 44 24
09:45 54 17 251 95 41 23 161 103 412 198
10:00 55 25 36 21
10:15 57 14 44 30
10:30 52 13 44 22
10:45 58 18 222 70 54 21 178 94 400 164
11:00 63 11 40 19
11:15 60 10 36 13
11:30 49 10 50 12
11:45 64 15 236 46 53 7 179 51 415 97
Total 1697 2129 1251 2830 2948 4959
Percent 44.4% 55.6% 30.7% 69.3% 37.3% 62.7%
Grand
Total 1697 2129 1251 2830 2948 4959
Percent 44.4% 55.6% 30.7% 69.3% 37.3% 62.7%
ADT ADT 7,907 AADT 7,907
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Los Angeles St & Ramona Blvd

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 80 13 103
12:15 10 102 10 94
12:30 14 112 13 153
12:45 8 106 44 400 8 131 44 481 88 881
01:00 7 87 6 115
01:15 3 113 7 94
01:30 10 93 8 120
01:45 5 97 25 390 6 108 27 437 52 827
02:00 5 100 8 101
02:15 6 103 7 109
02:30 14 86 7 152
02:45 7 98 32 387 8 133 30 495 62 882
03:00 9 114 9 116
03:15 5 120 6 113
03:30 11 93 11 122
03:45 10 96 35 423 10 105 36 456 71 879
04:00 9 110 25 131
04:15 12 103 19 138
04:30 23 122 24 130
04:45 26 112 70 447 26 138 94 537 164 984
05:00 24 109 38 132
05:15 50 120 42 141
05:30 43 139 41 146
05:45 48 106 165 474 52 124 173 543 338 1017
06:00 35 118 62 130
06:15 49 86 65 108
06:30 61 108 66 100
06:45 64 86 209 398 67 88 260 426 469 824
07:00 71 87 82 80
07:15 76 82 88 87
07:30 81 89 121 65
07:45 111 57 339 315 125 96 416 328 755 643
08:00 77 77 134 74
08:15 81 72 103 69
08:30 92 60 94 56
08:45 51 63 301 272 94 55 425 254 726 526
09:00 69 40 75 46
09:15 78 58 78 38
09:30 86 44 96 42
09:45 69 62 302 204 88 31 337 157 639 361
10:00 58 28 77 32
10:15 79 32 75 39
10:30 60 45 66 31
10:45 76 36 273 141 92 26 310 128 583 269
11:00 63 28 71 31
11:15 84 17 91 22
11:30 63 18 76 16
11:45 91 22 301 85 99 12 337 81 638 166
Total 2096 3936 2489 4323 4585 8259
Percent 34.7% 65.3% 36.5% 63.5% 35.7% 64.3%
Grand
Total 2096 3936 2489 4323 4585 8259
Percent 34.7% 65.3% 36.5% 63.5% 35.7% 64.3%
ADT ADT 12,844 AADT 12,844
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Merced Ave & Francisquito Ave

Start 25-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 30 127 21 134
12:15 25 154 20 142
12:30 30 152 20 178
12:45 22 167 107 600 17 156 78 610 185 1210
01:00 14 124 10 151
01:15 12 153 12 124
01:30 11 146 9 155
01:45 8 168 45 591 6 150 37 580 82 1171
02:00 12 129 9 136
02:15 15 150 14 135
02:30 9 153 12 158
02:45 10 163 46 595 11 150 46 579 92 1174
03:00 10 168 15 136
03:15 17 175 22 143
03:30 9 165 12 140
03:45 23 158 59 666 29 148 78 567 137 1233
04:00 8 172 23 134
04:15 15 164 29 139
04:30 26 181 32 129
04:45 35 194 84 711 55 157 139 559 223 1270
05:00 25 170 53 131
05:15 42 199 57 155
05:30 35 193 83 141
05:45 42 178 144 740 71 145 264 572 408 1312
06:00 45 187 87 172
06:15 37 162 89 113
06:30 65 144 94 134
06:45 66 137 213 630 100 103 370 522 583 1152
07:00 68 115 112 111
07:15 62 131 115 101
07:30 89 131 156 100
07:45 136 113 355 490 169 99 552 411 907 901
08:00 104 118 171 92
08:15 61 108 139 97
08:30 89 79 150 95
08:45 72 80 326 385 119 86 579 370 905 755
09:00 94 75 136 69
09:15 103 103 116 78
09:30 105 76 119 65
09:45 96 66 398 320 116 53 487 265 885 585
10:00 107 60 86 44
10:15 112 63 122 56
10:30 114 68 125 47
10:45 100 48 433 239 118 36 451 183 884 422
11:00 123 66 105 47
11:15 122 58 104 37
11:30 130 43 119 15
11:45 129 34 504 201 143 24 471 123 975 324
Total 2714 6168 3552 5341 6266 11509
Percent 30.6% 69.4% 39.9% 60.1% 35.3% 64.7%
Grand
Total 2714 6168 3552 5341 6266 11509
Percent 30.6% 69.4% 39.9% 60.1% 35.3% 64.7%
ADT ADT 17,775 AADT 17,775
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Olive St & Los Angeles St

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 71 11 85
12:15 8 103 9 82
12:30 12 109 10 137
12:45 12 100 44 383 9 101 39 405 83 788
01:00 10 80 48 9
01:15 9 116 8 93
01:30 9 91 89 2
01:45 3 78 31 365 6 90 26 364 57 729
02:00 8 91 99 7
02:15 5 90 9 95
02:30 8 91 7 156
02:45 8 101 29 373 5 121 30 469 59 842
03:00 9 81 12 100
03:15 8 96 9 112
03:30 9 101 6 123
03:45 15 71 41 349 7 98 34 433 75 782
04:00 8 89 17 126
04:15 16 90 11 115
04:30 24 85 18 121
04:45 36 95 84 359 16 150 62 512 146 871
05:00 23 93 29 131
05:15 50 113 34 139
05:30 59 114 34 132
05:45 62 101 194 421 34 113 131 515 325 936
06:00 35 100 49 125
06:15 63 93 51 97
06:30 64 88 48 93
06:45 81 89 243 370 52 89 200 404 443 774
07:00 76 88 54 60
07:15 71 72 60 69
07:30 102 76 78 68
07:45 130 49 379 285 115 65 307 262 686 547
08:00 104 70 106 59
08:15 81 58 83 72
08:30 82 47 87 60
08:45 66 49 333 224 73 52 349 243 682 467
09:00 78 45 61 38
09:15 74 47 68 33
09:30 78 41 90 33
09:45 61 40 291 173 71 35 290 139 581 312
10:00 68 28 60 24
10:15 55 23 64 36
10:30 64 30 62 24
10:45 66 43 253 124 82 26 268 110 521 234
11:00 69 20 64 24
11:15 79 13 65 23
11:30 69 20 73 22
11:45 78 22 295 75 82 7 284 76 579 151
Total 2217 3501 2020 3932 4237 7433
Percent 38.8% 61.2% 33.9% 66.1% 36.3% 63.7%
Grand
Total 2217 3501 2020 3932 4237 7433
Percent 38.8% 61.2% 33.9% 66.1% 36.3% 63.7%
ADT ADT 11,670 AADT 11,670
City Traffic Counters
www.ctcounters.com
Baldwin Park Blvd
Btwn Ramona Blvd & Merced Ave

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 105 18 109
12:15 20 127 16 113
12:30 15 124 18 133
12:45 19 135 72 491 10 151 62 506 134 997
01:00 8 98 5 139
01:15 6 125 8 126
01:30 11 105 6 117
01:45 5 124 30 452 1 121 20 503 50 955
02:00 9 101 7 125
02:15 10 136 9 116
02:30 10 121 10 167
02:45 11 147 40 505 11 128 37 536 77 1041
03:00 6 124 5 128
03:15 12 146 11 127
03:30 9 144 3 121
03:45 11 123 38 537 13 116 32 492 70 1029
04:00 6 136 21 131
04:15 11 132 15 126
04:30 26 142 17 134
04:45 27 149 70 559 30 136 83 527 153 1086
05:00 29 150 33 130
05:15 43 130 37 150
05:30 39 160 47 133
05:45 39 149 150 589 52 128 169 541 319 1130
06:00 41 136 56 160
06:15 42 125 69 99
06:30 54 108 61 101
06:45 63 113 200 482 65 98 251 458 451 940
07:00 53 112 73 98
07:15 65 90 88 98
07:30 81 106 115 78
07:45 103 73 302 381 117 99 393 373 695 754
08:00 89 89 139 80
08:15 70 71 114 89
08:30 76 60 113 67
08:45 71 60 306 280 101 63 467 299 773 579
09:00 69 51 124 54
09:15 96 74 107 53
09:30 85 55 96 47
09:45 86 51 336 231 105 43 432 197 768 428
10:00 82 29 70 28
10:15 98 27 104 41
10:30 98 53 106 35
10:45 93 34 371 143 117 27 397 131 768 274
11:00 107 42 91 37
11:15 110 41 87 25
11:30 119 27 112 7
11:45 95 26 431 136 116 16 406 85 837 221
Total 2346 4786 2749 4648 5095 9434
Percent 32.9% 67.1% 37.2% 62.8% 35.1% 64.9%
Grand
Total 2346 4786 2749 4648 5095 9434
Percent 32.9% 67.1% 37.2% 62.8% 35.1% 64.9%
ADT ADT 14,529 AADT 14,529
City Traffic Counters
www.ctcounters.com
Bess Avenue
Btwn I-10 Frwy & Baldwin Park Blvd

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 22 17 55
12:15 4 29 15 79
12:30 4 33 96 5
12:45 7 23 21 107 8 80 49 279 70 386
01:00 3 36 10 69
01:15 1 37 4 67
01:30 5 22 57 0
01:45 3 32 12 127 7 82 26 288 38 415
02:00 1 29 87 7
02:15 0 38 6 95
02:30 2 19 12 95
02:45 2 45 5 131 12 95 38 362 43 493
03:00 3 22 10 103
03:15 0 38 6 100
03:30 2 39 16 106
03:45 2 57 7 156 21 94 53 403 60 559
04:00 0 43 16 117
04:15 4 35 19 96
04:30 2 24 32 137
04:45 2 40 8 142 28 108 95 458 103 600
05:00 4 35 25 116
05:15 8 47 33 115
05:30 5 46 40 138
05:45 16 34 33 162 37 82 135 451 168 613
06:00 10 24 33 59
06:15 11 36 38 120
06:30 25 32 48 85
06:45 26 21 72 113 59 81 178 345 250 458
07:00 26 18 42 106
07:15 19 16 52 90
07:30 33 22 68 87
07:45 35 20 113 76 98 66 260 349 373 425
08:00 37 16 81 54
08:15 30 19 82 49
08:30 32 21 62 43
08:45 27 19 126 75 85 39 310 185 436 260
09:00 26 15 76 56
09:15 20 18 71 49
09:30 26 10 70 30
09:45 22 13 94 56 77 46 294 181 388 237
10:00 25 10 51 21
10:15 23 9 87 31
10:30 16 6 60 21
10:45 18 5 82 30 58 28 256 101 338 131
11:00 30 5 58 26
11:15 26 2 78 31
11:30 29 7 71 25
11:45 26 4 111 18 57 18 264 100 375 118
Total 684 1193 1958 3502 2642 4695
Percent 36.4% 63.6% 35.9% 64.1% 36.0% 64.0%
Grand
Total 684 1193 1958 3502 2642 4695
Percent 36.4% 63.6% 35.9% 64.1% 36.0% 64.0%
ADT ADT 7,337 AADT 7,337
City Traffic Counters
www.ctcounters.com
Bess Avenue
Btwn Syracuse Ave & Frazier St

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 35 31 8
12:15 4 37 4 6
12:30 3 44 43 5
12:45 3 28 13 144 3 32 14 91 27 235
01:00 5 31 32 8
01:15 6 24 2 29
01:30 5 21 02 3
01:45 1 34 17 110 3 36 8 116 25 226
02:00 3 20 11 7
02:15 3 26 1 25
02:30 1 27 02 7
02:45 2 36 9 109 3 28 5 97 14 206
03:00 1 19 43 4
03:15 1 41 4 38
03:30 2 26 92 6
03:45 1 20 5 106 5 37 22 135 27 241
04:00 4 35 43 3
04:15 0 36 5 25
04:30 3 33 11 29
04:45 7 33 14 137 8 24 28 111 42 248
05:00 6 20 16 31
05:15 5 34 11 34
05:30 2 28 18 32
05:45 3 23 16 105 19 41 64 138 80 243
06:00 8 36 22 22
06:15 12 29 21 31
06:30 11 33 23 21
06:45 13 20 44 118 20 37 86 111 130 229
07:00 18 23 17 18
07:15 30 18 33 30
07:30 31 17 25 18
07:45 27 24 106 82 32 16 107 82 213 164
08:00 14 25 40 23
08:15 12 18 30 20
08:30 11 32 25 20
08:45 9 21 46 96 23 15 118 78 164 174
09:00 14 18 31 11
09:15 10 19 24 12
09:30 10 12 24 18
09:45 7 15 41 64 26 19 105 60 146 124
10:00 23 12 28 19
10:15 18 15 32 3
10:30 12 12 24 8
10:45 18 10 71 49 17 7 101 37 172 86
11:00 9 3 25 6
11:15 11 2 23 7
11:30 20 11 17 2
11:45 24 8 64 24 23 4 88 19 152 43
Total 446 1144 746 1075 1192 2219
Percent 28.1% 71.9% 41.0% 59.0% 34.9% 65.1%
Grand
Total 446 1144 746 1075 1192 2219
Percent 28.1% 71.9% 41.0% 59.0% 34.9% 65.1%
ADT ADT 3,411 AADT 3,411
City Traffic Counters
www.ctcounters.com
Big Dalton Avenue
Btwn Pacific Ave & I-10 Frwy

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 32 22 0
12:15 5 32 7 18
12:30 4 29 12 2
12:45 3 25 20 118 1 20 11 80 31 198
01:00 3 32 22 5
01:15 1 31 1 25
01:30 4 31 21 6
01:45 3 34 11 128 1 24 6 90 17 218
02:00 5 30 32 8
02:15 1 37 2 21
02:30 1 38 22 7
02:45 0 24 7 129 2 21 9 97 16 226
03:00 2 40 11 9
03:15 2 30 4 25
03:30 2 38 62 1
03:45 6 44 12 152 4 17 15 82 27 234
04:00 2 44 42 4
04:15 4 23 5 20
04:30 4 35 72 9
04:45 2 38 12 140 10 18 26 91 38 231
05:00 2 39 31 9
05:15 2 33 11 20
05:30 4 34 14 28
05:45 7 31 15 137 16 25 44 92 59 229
06:00 2 35 92 0
06:15 7 31 20 26
06:30 8 29 12 21
06:45 7 35 24 130 29 16 70 83 94 213
07:00 9 34 24 30
07:15 8 31 29 19
07:30 17 33 37 24
07:45 20 33 54 131 31 34 121 107 175 238
08:00 16 32 23 12
08:15 14 21 19 27
08:30 7 22 24 20
08:45 17 16 54 91 13 23 79 82 133 173
09:00 24 23 24 11
09:15 18 19 28 19
09:30 20 27 23 10
09:45 16 23 78 92 19 14 94 54 172 146
10:00 24 11 19 14
10:15 14 11 23 5
10:30 14 13 14 7
10:45 29 9 81 44 28 11 84 37 165 81
11:00 24 9 25 4
11:15 23 14 25 4
11:30 33 8 16 3
11:45 23 12 103 43 17 7 83 18 186 61
Total 471 1335 642 913 1113 2248
Percent 26.1% 73.9% 41.3% 58.7% 33.1% 66.9%
Grand
Total 471 1335 642 913 1113 2248
Percent 26.1% 73.9% 41.3% 58.7% 33.1% 66.9%
ADT ADT 3,361 AADT 3,361
City Traffic Counters
www.ctcounters.com
Bogart Avenue
Btwn Pacific Ave & Ramona Blvd

Start 09-Jun-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 13 31 0
12:15 2 8 1 11
12:30 1 12 01 1
12:45 0 5 3 38 2 12 6 44 9 82
01:00 0 13 01 7
01:15 0 7 0 15
01:30 0 18 19
01:45 1 13 1 51 1 9 2 50 3 101
02:00 1 17 11 4
02:15 0 9 0 11
02:30 0 13 11 3
02:45 0 10 1 49 0 16 2 54 3 103
03:00 0 12 01 9
03:15 0 10 0 13
03:30 0 5 08
03:45 0 7 0 34 0 7 0 47 0 81
04:00 0 11 11 3
04:15 1 16 1 13
04:30 1 8 08
04:45 0 11 2 46 0 12 2 46 4 92
05:00 0 8 11 7
05:15 1 10 3 8
05:30 0 10 27
05:45 4 12 5 40 3 18 9 50 14 90
06:00 3 17 12 0
06:15 4 11 3 5
06:30 2 11 51 0
06:45 2 10 11 49 5 12 14 47 25 96
07:00 8 4 21 3
07:15 5 10 8 9
07:30 8 4 67
07:45 7 9 28 27 11 11 27 40 55 67
08:00 5 4 51 1
08:15 1 5 7 7
08:30 12 3 96
08:45 7 1 25 13 3 9 24 33 49 46
09:00 10 6 66
09:15 6 2 6 3
09:30 5 1 12 6
09:45 13 4 34 13 9 5 33 20 67 33
10:00 9 3 66
10:15 13 2 4 5
10:30 2 4 97
10:45 5 2 29 11 17 4 36 22 65 33
11:00 12 1 50
11:15 5 4 9 2
11:30 10 1 15 0
11:45 12 1 39 7 6 1 35 3 74 10
Total 178 378 190 456 368 834
Percent 32.0% 68.0% 29.4% 70.6% 30.6% 69.4%
Grand
Total 178 378 190 456 368 834
Percent 32.0% 68.0% 29.4% 70.6% 30.6% 69.4%
ADT ADT 1,202 AADT 1,202

City Traffic Counters
www.ctcounters.com
Commerce Drive
Btwn Rivergrade Rd & Live Oak Ave

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 15 22 6
12:15 0 14 0 24
12:30 0 12 01 9
12:45 3 9 3 50 7 16 9 85 12 135
01:00 0 10 22 1
01:15 1 11 2 20
01:30 0 7 23 0
01:45 0 8 1 36 3 18 9 89 10 125
02:00 3 17 12 0
02:15 0 14 0 23
02:30 3 15 22 8
02:45 0 6 6 52 1 18 4 89 10 141
03:00 3 4 01 4
03:15 1 9 6 12
03:30 4 8 13 2
03:45 4 9 12 30 3 12 10 70 22 100
04:00 2 5 48
04:15 2 7 3 22
04:30 3 30 21 8
04:45 2 10 9 52 2 20 11 68 20 120
05:00 6 24 23 3
05:15 10 12 4 6
05:30 3 18 91 4
05:45 5 9 24 63 8 13 23 66 47 129
06:00 4 6 10 3
06:15 5 3 11 9
06:30 2 3 11 7
06:45 3 1 14 13 20 9 52 28 66 41
07:00 5 1 25 1
07:15 3 2 25 4
07:30 4 5 20 3
07:45 6 4 18 12 25 3 95 11 113 23
08:00 6 0 28 2
08:15 14 0 14 1
08:30 6 1 18 4
08:45 7 1 33 2 34 2 94 9 127 11
09:00 5 0 16 1
09:15 6 0 22 0
09:30 3 1 15 2
09:45 9 0 23 1 16 1 69 4 92 5
10:00 10 0 19 2
10:15 8 4 11 0
10:30 5 2 12 2
10:45 7 1 30 7 15 0 57 4 87 11
11:00 10 0 28 0
11:15 2 0 10 2
11:30 6 3 11 0
11:45 12 0 30 3 14 0 63 2 93 5
Total 203 321 496 525 699 846
Percent 38.7% 61.3% 48.6% 51.4% 45.2% 54.8%
Grand
Total 203 321 496 525 699 846
Percent 38.7% 61.3% 48.6% 51.4% 45.2% 54.8%
ADT ADT 1,545 AADT 1,545
City Traffic Counters
www.ctcounters.com
Downing Avenue
Btwn Pacific Ave & Ramona Blvd

Start 09-Jun-21 Notheast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 12 18
12:15 2 13 1 4
12:30 0 14 18
12:45 1 16 5 55 1 3 4 23 9 78
01:00 1 9 11 3
01:15 1 8 0 18
01:30 1 11 11 3
01:45 0 13 3 41 1 17 3 61 6 102
02:00 0 14 01 4
02:15 1 14 0 14
02:30 0 18 01 4
02:45 0 26 1 72 1 12 1 54 2 126
03:00 2 20 11 6
03:15 1 8 0 19
03:30 1 21 22 2
03:45 5 17 9 66 2 23 5 80 14 146
04:00 2 15 21 5
04:15 0 17 0 17
04:30 3 14 71 1
04:45 4 18 9 64 3 14 12 57 21 121
05:00 1 8 21 4
05:15 5 25 3 12
05:30 6 11 91 9
05:45 9 18 21 62 6 18 20 63 41 125
06:00 7 10 71 4
06:15 2 9 2 12
06:30 3 23 61 2
06:45 6 11 18 53 4 12 19 50 37 103
07:00 8 11 81 2
07:15 10 8 10 13
07:30 13 6 17 8
07:45 15 8 46 33 6 3 41 36 87 69
08:00 10 12 13 8
08:15 11 9 12 12
08:30 11 9 12 12
08:45 15 11 47 41 6 17 43 49 90 90
09:00 7 7 88
09:15 11 9 6 6
09:30 14 9 45
09:45 10 4 42 29 2 5 20 24 62 53
10:00 15 3 83
10:15 12 0 2 3
10:30 9 4 07
10:45 8 3 44 10 4 0 14 13 58 23
11:00 4 4 19 1
11:15 17 3 17 2
11:30 14 3 42
11:45 11 2 46 12 3 2 43 7 89 19
Total 291 538 225 517 516 1055
Percent 35.1% 64.9% 30.3% 69.7% 32.8% 67.2%
Grand
Total 291 538 225 517 516 1055
Percent 35.1% 64.9% 30.3% 69.7% 32.8% 67.2%
ADT ADT 1,571 AADT 1,571
City Traffic Counters
www.ctcounters.com
Francisquito Avenue
Bt Baldwin Park Blvd & South City Limit

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 39 184 74 213
12:15 31 181 72 210
12:30 19 197 57 246
12:45 24 187 113 749 42 234 245 903 358 1652
01:00 16 199 22 202
01:15 16 166 22 228
01:30 10 199 20 185
01:45 15 195 57 759 16 220 80 835 137 1594
02:00 8 166 20 215
02:15 15 190 21 246
02:30 12 196 18 194
02:45 19 200 54 752 13 197 72 852 126 1604
03:00 16 158 10 255
03:15 22 170 19 238
03:30 25 176 19 243
03:45 32 175 95 679 20 225 68 961 163 1640
04:00 32 196 18 240
04:15 41 173 44 257
04:30 55 191 32 250
04:45 65 183 193 743 49 231 143 978 336 1721
05:00 88 211 38 248
05:15 118 202 46 286
05:30 117 211 63 247
05:45 137 173 460 797 49 258 196 1039 656 1836
06:00 139 162 61 212
06:15 153 201 67 236
06:30 179 175 89 266
06:45 184 158 655 696 115 268 332 982 987 1678
07:00 191 156 109 185
07:15 192 166 129 231
07:30 225 163 136 230
07:45 251 140 859 625 167 195 541 841 1400 1466
08:00 208 158 169 214
08:15 217 165 161 195
08:30 194 155 150 174
08:45 169 122 788 600 164 164 644 747 1432 1347
09:00 167 103 109 171
09:15 173 107 141 155
09:30 163 94 151 153
09:45 182 101 685 405 176 131 577 610 1262 1015
10:00 163 100 133 126
10:15 182 70 145 130
10:30 156 64 174 88
10:45 147 49 648 283 153 111 605 455 1253 738
11:00 164 42 163 127
11:15 169 44 154 106
11:30 180 40 173 108
11:45 179 31 692 157 189 101 679 442 1371 599
Total 5299 7245 4182 9645 9481 16890
Percent 42.2% 57.8% 30.2% 69.8% 36.0% 64.0%
Grand
Total 5299 7245 4182 9645 9481 16890
Percent 42.2% 57.8% 30.2% 69.8% 36.0% 64.0%
ADT ADT 26,371 AADT 26,371
City Traffic Counters
www.ctcounters.com
Francisquito Avenue
Btwn Frazier St & Baldwin Park Blvd

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 23 101 16 111
12:15 20 130 7 82
12:30 11 121 16 171
12:45 11 116 65 468 11 131 50 495 115 963
01:00 10 130 13 118
01:15 7 110 5 117
01:30 9 123 6 112
01:45 7 98 33 461 4 113 28 460 61 921
02:00 7 88 6 108
02:15 4 102 3 127
02:30 2 129 6 141
02:45 1 121 14 440 5 139 20 515 34 955
03:00 5 122 2 160
03:15 7 103 17 133
03:30 5 103 15 147
03:45 10 114 27 442 11 151 45 591 72 1033
04:00 4 108 5 180
04:15 9 105 20 170
04:30 14 140 16 151
04:45 16 128 43 481 17 170 58 671 101 1152
05:00 17 123 20 175
05:15 26 134 30 148
05:30 39 126 33 143
05:45 46 124 128 507 43 151 126 617 254 1124
06:00 48 107 35 127
06:15 52 113 34 146
06:30 70 111 51 146
06:45 81 101 251 432 58 137 178 556 429 988
07:00 83 89 69 102
07:15 98 85 61 134
07:30 122 90 76 120
07:45 153 103 456 367 102 95 308 451 764 818
08:00 116 85 105 91
08:15 127 102 78 86
08:30 106 89 68 64
08:45 92 87 441 363 75 73 326 314 767 677
09:00 85 58 82 55
09:15 80 60 66 78
09:30 100 66 82 42
09:45 96 64 361 248 84 56 314 231 675 479
10:00 88 55 95 47
10:15 97 39 91 37
10:30 71 38 86 24
10:45 83 40 339 172 86 36 358 144 697 316
11:00 89 31 100 29
11:15 85 35 103 22
11:30 82 24 105 24
11:45 94 16 350 106 89 16 397 91 747 197
Total 2508 4487 2208 5136 4716 9623
Percent 35.9% 64.1% 30.1% 69.9% 32.9% 67.1%
Grand
Total 2508 4487 2208 5136 4716 9623
Percent 35.9% 64.1% 30.1% 69.9% 32.9% 67.1%
ADT ADT 14,339 AADT 14,339

City Traffic Counters
www.ctcounters.com
Frazier Street
Btwn Bess Ave & Francisquito Ave

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 38 92 7
12:15 3 48 9 43
12:30 6 62 48 9
12:45 7 57 24 205 5 46 27 205 51 410
01:00 2 38 25 3
01:15 3 40 1 52
01:30 6 36 65 1
01:45 1 49 12 163 2 46 11 202 23 365
02:00 1 44 23 6
02:15 1 46 1 34
02:30 2 45 44 4
02:45 1 60 5 195 2 44 9 158 14 353
03:00 6 46 35 5
03:15 5 47 1 54
03:30 8 28 34 2
03:45 3 56 22 177 2 44 9 195 31 372
04:00 2 56 95 0
04:15 4 56 17 39
04:30 1 38 95 2
04:45 6 52 13 202 17 46 52 187 65 389
05:00 4 61 12 46
05:15 10 45 22 47
05:30 13 49 27 42
05:45 15 44 42 199 28 46 89 181 131 380
06:00 9 43 33 40
06:15 8 49 41 44
06:30 11 48 30 41
06:45 24 38 52 178 29 40 133 165 185 343
07:00 23 32 35 43
07:15 24 42 51 43
07:30 43 36 57 35
07:45 71 37 161 147 67 41 210 162 371 309
08:00 43 24 59 37
08:15 37 40 60 41
08:30 26 26 46 27
08:45 23 15 129 105 52 31 217 136 346 241
09:00 23 21 34 31
09:15 27 21 21 29
09:30 28 17 39 21
09:45 24 19 102 78 49 14 143 95 245 173
10:00 19 25 43 19
10:15 28 17 37 15
10:30 31 7 46 13
10:45 29 9 107 58 35 12 161 59 268 117
11:00 18 7 45 13
11:15 32 8 31 10
11:30 29 8 26 10
11:45 29 7 108 30 39 6 141 39 249 69
Total 777 1737 1202 1784 1979 3521
Percent 30.9% 69.1% 40.3% 59.7% 36.0% 64.0%
Grand
Total 777 1737 1202 1784 1979 3521
Percent 30.9% 69.1% 40.3% 59.7% 36.0% 64.0%
ADT ADT 5,500 AADT 5,500
City Traffic Counters
www.ctcounters.com
Frazier St-Dalewood St
Btwn Judith St & Baldwin Park Blvd

Start 09-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 78 22 2
12:15 10 59 3 14
12:30 12 56 42 4
12:45 6 59 36 252 1 17 10 77 46 329
01:00 4 51 03 3
01:15 6 53 3 24
01:30 9 58 52 4
01:45 4 55 23 217 2 21 10 102 33 319
02:00 6 56 12 0
02:15 3 79 1 23
02:30 10 100 12 1
02:45 7 61 26 296 2 22 5 86 31 382
03:00 7 118 41 2
03:15 5 80 0 16
03:30 7 109 11 6
03:45 8 84 27 391 3 12 8 56 35 447
04:00 5 110 21 9
04:15 5 95 5 31
04:30 7 121 21 6
04:45 5 92 22 418 6 18 15 84 37 502
05:00 13 130 72 2
05:15 15 90 8 14
05:30 13 109 12 19
05:45 23 69 64 398 20 14 47 69 111 467
06:00 32 74 17 13
06:15 47 77 26 21
06:30 55 74 40 28
06:45 56 59 190 284 45 29 128 91 318 375
07:00 53 71 26 10
07:15 36 57 23 17
07:30 67 71 27 18
07:45 58 31 214 230 36 17 112 62 326 292
08:00 71 38 57 10
08:15 79 23 49 12
08:30 55 39 37 7
08:45 73 20 278 120 39 23 182 52 460 172
09:00 61 25 21 15
09:15 59 20 21 4
09:30 67 24 26 9
09:45 62 24 249 93 16 12 84 40 333 133
10:00 55 14 17 12
10:15 70 15 23 7
10:30 83 26 20 8
10:45 71 22 279 77 15 7 75 34 354 111
11:00 55 22 18 5
11:15 58 21 11 3
11:30 48 26 21 6
11:45 54 11 215 80 9 2 59 16 274 96
Total 1623 2856 735 769 2358 3625
Percent 36.2% 63.8% 48.9% 51.1% 39.4% 60.6%
Grand
Total 1623 2856 735 769 2358 3625
Percent 36.2% 63.8% 48.9% 51.1% 39.4% 60.6%
ADT ADT 5,983 AADT 5,983
City Traffic Counters
www.ctcounters.com
Garvey Avenue
Btwn Syracuse Ave & Tracy St

Start 09-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 17 42 0
12:15 4 19 4 12
12:30 4 16 32 1
12:45 1 20 14 72 1 11 12 64 26 136
01:00 3 17 11 3
01:15 2 4 3 15
01:30 0 16 21 9
01:45 2 24 7 61 0 16 6 63 13 124
02:00 4 20 21 0
02:15 2 17 2 15
02:30 1 21 11 1
02:45 0 19 7 77 0 23 5 59 12 136
03:00 0 15 01 8
03:15 2 19 1 20
03:30 2 23 31 9
03:45 5 21 9 78 1 18 5 75 14 153
04:00 1 21 11 4
04:15 3 24 4 13
04:30 6 24 11 9
04:45 4 17 14 86 1 16 7 62 21 148
05:00 2 24 61 2
05:15 4 27 2 29
05:30 4 18 12 21
05:45 3 24 13 93 15 15 35 77 48 170
06:00 8 18 13 16
06:15 6 20 13 21
06:30 11 27 15 20
06:45 11 25 36 90 12 18 53 75 89 165
07:00 13 29 14 16
07:15 11 27 14 14
07:30 10 14 19 13
07:45 9 24 43 94 23 15 70 58 113 152
08:00 18 19 18 19
08:15 18 22 22 10
08:30 6 12 22 14
08:45 12 11 54 64 16 14 78 57 132 121
09:00 13 13 18 10
09:15 25 11 24 16
09:30 11 7 17 10
09:45 13 15 62 46 9 10 68 46 130 92
10:00 12 11 10 11
10:15 19 8 15 7
10:30 21 5 19 9
10:45 17 10 69 34 15 9 59 36 128 70
11:00 23 4 16 4
11:15 12 3 22 6
11:30 19 3 19 3
11:45 21 3 75 13 24 5 81 18 156 31
Total 403 808 479 690 882 1498
Percent 33.3% 66.7% 41.0% 59.0% 37.1% 62.9%
Grand
Total 403 808 479 690 882 1498
Percent 33.3% 66.7% 41.0% 59.0% 37.1% 62.9%
ADT ADT 2,380 AADT 2,380
City Traffic Counters
www.ctcounters.com
Harlan Avenue
Btwn Los Angeles St & Ramona Blvd

Start 27-May-21 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 24 52 3
12:15 3 40 5 29
12:30 4 41 44 5
12:45 0 36 10 141 0 34 14 131 24 272
01:00 3 19 32 8
01:15 4 31 3 26
01:30 4 27 03 0
01:45 2 27 13 104 3 24 9 108 22 212
02:00 2 26 22 5
02:15 2 28 2 24
02:30 1 27 03 2
02:45 2 29 7 110 0 29 4 110 11 220
03:00 0 23 42 5
03:15 6 24 2 28
03:30 1 26 14 1
03:45 5 23 12 96 4 31 11 125 23 221
04:00 5 23 32 7
04:15 1 21 4 41
04:30 11 31 24 3
04:45 9 34 26 109 4 31 13 142 39 251
05:00 9 25 64 2
05:15 5 32 2 43
05:30 15 30 10 56
05:45 18 28 47 115 8 45 26 186 73 301
06:00 14 34 92 8
06:15 13 24 7 29
06:30 26 33 10 36
06:45 35 24 88 115 16 25 42 118 130 233
07:00 23 20 12 29
07:15 33 32 23 15
07:30 36 22 29 27
07:45 48 19 140 93 39 22 103 93 243 186
08:00 28 22 26 22
08:15 26 20 23 26
08:30 23 14 22 15
08:45 31 12 108 68 28 18 99 81 207 149
09:00 24 18 14 13
09:15 17 7 21 12
09:30 27 15 24 16
09:45 20 13 88 53 11 15 70 56 158 109
10:00 17 14 17 13
10:15 20 6 15 12
10:30 20 15 15 7
10:45 19 9 76 44 22 12 69 44 145 88
11:00 15 5 16 6
11:15 15 7 19 9
11:30 17 13 14 5
11:45 26 6 73 31 18 2 67 22 140 53
Total 688 1079 527 1216 1215 2295
Percent 38.9% 61.1% 30.2% 69.8% 34.6% 65.4%
Grand
Total 688 1079 527 1216 1215 2295
Percent 38.9% 61.1% 30.2% 69.8% 34.6% 65.4%
ADT ADT 3,510 AADT 3,510
City Traffic Counters
www.ctcounters.com
Live Oak Avenue
Btwn Rivergrade Rd & Baldwin Park Blvd

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 27 153 24 168
12:15 21 169 22 181
12:30 25 175 18 212
12:45 21 188 94 685 24 193 88 754 182 1439
01:00 19 236 18 176
01:15 32 193 21 172
01:30 18 181 17 197
01:45 19 242 88 852 15 173 71 718 159 1570
02:00 20 280 21 178
02:15 12 292 16 206
02:30 14 369 29 250
02:45 17 328 63 1269 25 205 91 839 154 2108
03:00 32 304 42 218
03:15 29 327 40 223
03:30 34 397 54 249
03:45 38 326 133 1354 67 208 203 898 336 2252
04:00 22 387 37 184
04:15 39 405 79 192
04:30 64 393 91 218
04:45 103 412 228 1597 81 193 288 787 516 2384
05:00 83 431 166 205
05:15 90 363 198 187
05:30 97 401 237 180
05:45 136 340 406 1535 228 149 829 721 1235 2256
06:00 127 296 183 154
06:15 88 296 252 123
06:30 157 246 282 146
06:45 179 285 551 1123 283 136 1000 559 1551 1682
07:00 120 225 275 110
07:15 135 138 397 102
07:30 163 133 345 94
07:45 187 119 605 615 317 111 1334 417 1939 1032
08:00 152 102 293 118
08:15 157 121 272 130
08:30 141 99 221 100
08:45 132 88 582 410 272 74 1058 422 1640 832
09:00 125 100 199 90
09:15 149 58 217 87
09:30 128 74 172 68
09:45 136 63 538 295 157 70 745 315 1283 610
10:00 148 77 194 88
10:15 118 57 187 56
10:30 129 73 173 43
10:45 107 41 502 248 169 55 723 242 1225 490
11:00 159 54 145 44
11:15 136 32 170 43
11:30 201 65 181 39
11:45 137 36 633 187 144 22 640 148 1273 335
Total 4423 10170 7070 6820 11493 16990
Percent 30.3% 69.7% 50.9% 49.1% 40.4% 59.6%
Grand
Total 4423 10170 7070 6820 11493 16990
Percent 30.3% 69.7% 50.9% 49.1% 40.4% 59.6%
ADT ADT 28,483 AADT 28,483
City Traffic Counters
www.ctcounters.com
Los Angeles Street
Btwn Center St & Maine Ave

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 88 9 101
12:15 22 104 13 86
12:30 16 103 98 4
12:45 11 120 68 415 17 83 48 354 116 769
01:00 5 117 12 112
01:15 4 97 8 91
01:30 6 118 59 6
01:45 6 136 21 468 9 85 34 384 55 852
02:00 6 133 89 8
02:15 7 141 10 81
02:30 3 144 3 110
02:45 10 150 26 568 11 70 32 359 58 927
03:00 8 171 13 96
03:15 16 169 14 108
03:30 34 147 12 124
03:45 19 183 77 670 10 106 49 434 126 1104
04:00 17 200 25 91
04:15 15 204 23 116
04:30 23 204 26 113
04:45 37 188 92 796 30 97 104 417 196 1213
05:00 22 192 44 87
05:15 37 182 41 98
05:30 34 178 53 105
05:45 48 180 141 732 65 104 203 394 344 1126
06:00 36 156 66 108
06:15 48 139 81 108
06:30 43 147 84 87
06:45 76 124 203 566 111 81 342 384 545 950
07:00 49 112 90 66
07:15 78 118 99 89
07:30 92 91 128 81
07:45 103 99 322 420 111 65 428 301 750 721
08:00 75 96 96 66
08:15 81 78 112 69
08:30 83 71 99 79
08:45 92 81 331 326 93 65 400 279 731 605
09:00 82 76 85 65
09:15 81 80 89 37
09:30 96 73 88 52
09:45 85 63 344 292 90 48 352 202 696 494
10:00 75 56 84 50
10:15 79 38 89 37
10:30 82 40 72 32
10:45 77 31 313 165 73 29 318 148 631 313
11:00 92 33 65 18
11:15 117 34 82 21
11:30 105 26 80 21
11:45 108 26 422 119 108 11 335 71 757 190
Total 2360 5537 2645 3727 5005 9264
Percent 29.9% 70.1% 41.5% 58.5% 35.1% 64.9%
Grand
Total 2360 5537 2645 3727 5005 9264
Percent 29.9% 70.1% 41.5% 58.5% 35.1% 64.9%
ADT ADT 14,269 AADT 14,269
City Traffic Counters
www.ctcounters.com
Los Angeles Street
Btwn Maine Ave & East City Limit

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 56 10 50
12:15 6 60 10 55
12:30 2 69 45 2
12:45 8 64 23 249 12 57 36 214 59 463
01:00 2 71 74 4
01:15 3 78 7 53
01:30 6 75 55 1
01:45 0 76 11 300 5 65 24 213 35 513
02:00 4 92 14 2
02:15 3 91 2 42
02:30 1 104 27 2
02:45 6 109 14 396 9 49 14 205 28 601
03:00 7 115 56 0
03:15 20 117 4 60
03:30 27 120 77 4
03:45 24 142 78 494 8 78 24 272 102 766
04:00 6 164 12 72
04:15 13 135 12 65
04:30 14 163 12 84
04:45 26 149 59 611 14 62 50 283 109 894
05:00 13 155 22 54
05:15 19 142 13 66
05:30 28 145 28 83
05:45 28 121 88 563 29 64 92 267 180 830
06:00 18 107 41 69
06:15 39 103 46 59
06:30 25 94 66 53
06:45 57 80 139 384 67 41 220 222 359 606
07:00 29 68 65 41
07:15 57 58 84 52
07:30 49 69 84 50
07:45 66 57 201 252 85 33 318 176 519 428
08:00 55 49 79 51
08:15 50 44 67 34
08:30 53 32 68 43
08:45 47 51 205 176 50 38 264 166 469 342
09:00 42 39 67 31
09:15 38 40 48 23
09:30 47 42 43 32
09:45 55 39 182 160 57 22 215 108 397 268
10:00 45 32 49 29
10:15 41 20 53 18
10:30 42 14 42 19
10:45 53 20 181 86 47 21 191 87 372 173
11:00 38 16 42 16
11:15 62 26 42 13
11:30 70 22 57 12
11:45 64 9 234 73 53 11 194 52 428 125
Total 1415 3744 1642 2265 3057 6009
Percent 27.4% 72.6% 42.0% 58.0% 33.7% 66.3%
Grand
Total 1415 3744 1642 2265 3057 6009
Percent 27.4% 72.6% 42.0% 58.0% 33.7% 66.3%
ADT ADT 9,066 AADT 9,066
City Traffic Counters
www.ctcounters.com
Los Angeles Street
Btwn West City Limit & Center St

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 43 117 12 121
12:15 44 120 18 111
12:30 32 119 13 117
12:45 24 145 143 501 25 126 68 475 211 976
01:00 20 151 21 116
01:15 6 154 11 118
01:30 16 143 9 124
01:45 10 152 52 600 8 114 49 472 101 1072
02:00 18 157 10 119
02:15 12 162 14 131
02:30 6 197 13 130
02:45 12 202 48 718 21 103 58 483 106 1201
03:00 13 201 25 115
03:15 21 187 30 127
03:30 42 210 42 143
03:45 20 244 96 842 27 122 124 507 220 1349
04:00 15 266 42 122
04:15 9 282 66 111
04:30 20 302 73 137
04:45 27 275 71 1125 72 106 253 476 324 1601
05:00 21 246 96 102
05:15 30 258 115 138
05:30 32 265 141 125
05:45 36 244 119 1013 147 110 499 475 618 1488
06:00 40 227 166 115
06:15 38 202 175 105
06:30 48 207 202 117
06:45 63 196 189 832 191 96 734 433 923 1265
07:00 49 183 194 76
07:15 70 145 178 110
07:30 80 165 241 88
07:45 83 158 282 651 213 87 826 361 1108 1012
08:00 79 129 186 96
08:15 88 107 164 73
08:30 90 110 199 88
08:45 77 111 334 457 158 80 707 337 1041 794
09:00 95 133 150 78
09:15 81 134 144 60
09:30 86 103 144 59
09:45 71 104 333 474 121 60 559 257 892 731
10:00 83 93 124 66
10:15 94 74 107 47
10:30 91 74 126 49
10:45 104 59 372 300 126 41 483 203 855 503
11:00 106 55 104 32
11:15 117 54 91 30
11:30 116 53 122 32
11:45 115 39 454 201 137 10 454 104 908 305
Total 2493 7714 4814 4583 7307 12297
Percent 24.4% 75.6% 51.2% 48.8% 37.3% 62.7%
Grand
Total 2493 7714 4814 4583 7307 12297
Percent 24.4% 75.6% 51.2% 48.8% 37.3% 62.7%
ADT ADT 19,604 AADT 19,604
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Arrow Hwy & Olive St

Start 02-Jun-21 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 63 85 2
12:15 5 67 4 55
12:30 4 67 12 69
12:45 6 63 22 260 6 46 30 222 52 482
01:00 2 65 54 3
01:15 1 76 3 61
01:30 4 51 36 3
01:45 4 60 11 252 6 75 17 242 28 494
02:00 4 64 57 4
02:15 2 67 2 57
02:30 1 72 36 6
02:45 5 62 12 265 2 86 12 283 24 548
03:00 6 60 66 2
03:15 3 70 3 63
03:30 7 56 37 4
03:45 7 58 23 244 3 80 15 279 38 523
04:00 11 64 26 8
04:15 20 59 3 78
04:30 28 77 88 1
04:45 18 62 77 262 6 85 19 312 96 574
05:00 39 48 98 0
05:15 42 51 8 71
05:30 51 46 15 70
05:45 62 48 194 193 23 92 55 313 249 506
06:00 56 58 19 63
06:15 78 41 10 61
06:30 84 65 13 69
06:45 76 50 294 214 25 82 67 275 361 489
07:00 85 60 24 60
07:15 100 49 32 58
07:30 83 35 34 71
07:45 101 45 369 189 41 46 131 235 500 424
08:00 98 49 38 52
08:15 72 35 35 39
08:30 89 38 32 55
08:45 53 22 312 144 23 42 128 188 440 332
09:00 69 33 38 37
09:15 70 35 31 32
09:30 71 37 32 37
09:45 57 26 267 131 45 27 146 133 413 264
10:00 55 31 28 38
10:15 66 29 38 27
10:30 70 17 26 21
10:45 49 16 240 93 40 29 132 115 372 208
11:00 53 14 55 23
11:15 48 12 53 12
11:30 59 8 44 25
11:45 62 9 222 43 57 15 209 75 431 118
Total 2043 2290 961 2672 3004 4962
Percent 47.1% 52.9% 26.5% 73.5% 37.7% 62.3%
Grand
Total 2043 2290 961 2672 3004 4962
Percent 47.1% 52.9% 26.5% 73.5% 37.7% 62.3%
ADT ADT 7,966 AADT 7,966
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Los Angeles St & Ramona Blvd

Start 02-Jun-21 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 15 117 13 129
12:15 15 122 15 127
12:30 15 127 11 149
12:45 8 106 53 472 7 123 46 528 99 1000
01:00 9 121 7 129
01:15 10 116 6 144
01:30 9 113 5 141
01:45 4 101 32 451 1 132 19 546 51 997
02:00 10 112 2 110
02:15 6 127 4 131
02:30 5 128 6 145
02:45 5 131 26 498 6 154 18 540 44 1038
03:00 3 144 6 139
03:15 7 153 4 144
03:30 9 128 12 132
03:45 7 115 26 540 16 157 38 572 64 1112
04:00 8 108 14 113
04:15 12 138 16 161
04:30 18 127 28 158
04:45 15 105 53 478 20 131 78 563 131 1041
05:00 24 115 36 130
05:15 27 135 28 124
05:30 44 136 34 134
05:45 48 124 143 510 58 136 156 524 299 1034
06:00 36 124 55 129
06:15 60 116 50 126
06:30 66 115 55 100
06:45 74 101 236 456 65 120 225 475 461 931
07:00 64 106 79 117
07:15 73 101 80 142
07:30 92 88 72 118
07:45 101 86 330 381 94 105 325 482 655 863
08:00 80 80 95 111
08:15 82 98 86 75
08:30 100 91 89 78
08:45 79 85 341 354 104 94 374 358 715 712
09:00 65 72 95 66
09:15 96 84 85 76
09:30 99 68 117 54
09:45 82 59 342 283 109 38 406 234 748 517
10:00 104 59 116 42
10:15 87 40 110 31
10:30 88 40 110 43
10:45 85 36 364 175 126 21 462 137 826 312
11:00 98 32 134 29
11:15 105 30 136 20
11:30 121 17 115 29
11:45 126 22 450 101 137 23 522 101 972 202
Total 2396 4699 2669 5060 5065 9759
Percent 33.8% 66.2% 34.5% 65.5% 34.2% 65.8%
Grand
Total 2396 4699 2669 5060 5065 9759
Percent 33.8% 66.2% 34.5% 65.5% 34.2% 65.8%
ADT ADT 14,824 AADT 14,824
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Merced Ave & Francisquito Ave

Start 02-Jun-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 38 87 1
12:15 3 32 3 63
12:30 2 29 10 59
12:45 4 28 13 127 6 58 27 251 40 378
01:00 1 34 36 3
01:15 2 34 4 71
01:30 2 32 46 8
01:45 1 30 6 130 1 58 12 260 18 390
02:00 6 42 66 9
02:15 3 36 7 62
02:30 1 27 25 6
02:45 3 33 13 138 3 52 18 239 31 377
03:00 0 29 16 0
03:15 2 31 5 58
03:30 4 40 66 5
03:45 2 35 8 135 6 59 18 242 26 377
04:00 2 35 86 3
04:15 3 28 8 50
04:30 1 30 12 59
04:45 5 41 11 134 10 64 38 236 49 370
05:00 1 41 10 76
05:15 3 33 13 59
05:30 2 44 14 68
05:45 6 40 12 158 20 66 57 269 69 427
06:00 2 33 11 72
06:15 7 43 29 74
06:30 4 37 21 58
06:45 11 28 24 141 36 55 97 259 121 400
07:00 11 27 31 59
07:15 23 24 48 48
07:30 22 22 47 47
07:45 21 28 77 101 42 48 168 202 245 303
08:00 17 39 37 71
08:15 16 22 51 38
08:30 21 21 48 40
08:45 23 27 77 109 47 54 183 203 260 312
09:00 20 28 42 44
09:15 16 22 47 39
09:30 26 23 49 39
09:45 18 22 80 95 52 47 190 169 270 264
10:00 25 13 46 29
10:15 35 13 65 26
10:30 23 12 49 22
10:45 35 12 118 50 70 21 230 98 348 148
11:00 31 13 53 22
11:15 28 12 51 19
11:30 21 10 49 11
11:45 37 10 117 45 57 16 210 68 327 113
Total 556 1363 1248 2496 1804 3859
Percent 29.0% 71.0% 33.3% 66.7% 31.9% 68.1%
Grand
Total 556 1363 1248 2496 1804 3859
Percent 29.0% 71.0% 33.3% 66.7% 31.9% 68.1%
ADT ADT 5,663 AADT 5,663
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Olive St & Los Angeles St

Start 02-Jun-21 North Hour Totals South Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 97 10 85
12:15 8 84 3 82
12:30 9 96 11 96
12:45 7 98 34 375 5 89 29 352 63 727
01:00 6 91 67 5
01:15 8 108 7 96
01:30 7 76 59 4
01:45 3 91 24 366 3 102 21 367 45 733
02:00 6 97 38 1
02:15 4 81 3 87
02:30 2 92 7 104
02:45 5 99 17 369 5 107 18 379 35 748
03:00 2 112 8 114
03:15 3 108 4 88
03:30 4 90 6 102
03:45 6 96 15 406 8 108 26 412 41 818
04:00 10 108 67 5
04:15 9 101 10 107
04:30 20 92 25 96
04:45 21 101 60 402 17 102 58 380 118 782
05:00 27 77 24 96
05:15 27 106 17 91
05:30 44 85 31 84
05:45 42 86 140 354 51 112 123 383 263 737
06:00 40 106 40 110
06:15 64 89 33 80
06:30 64 90 49 71
06:45 63 87 231 372 54 98 176 359 407 731
07:00 72 100 41 91
07:15 67 83 54 80
07:30 74 69 52 79
07:45 98 98 311 350 68 78 215 328 526 678
08:00 79 66 73 86
08:15 65 82 55 63
08:30 87 62 65 71
08:45 63 61 294 271 66 64 259 284 553 555
09:00 78 68 68 55
09:15 78 55 58 55
09:30 90 51 64 56
09:45 79 38 325 212 86 31 276 197 601 409
10:00 79 52 80 44
10:15 76 41 69 36
10:30 75 33 87 31
10:45 68 30 298 156 76 30 312 141 610 297
11:00 88 25 89 27
11:15 68 17 72 10
11:30 84 15 89 27
11:45 89 24 329 81 85 16 335 80 664 161
Total 2078 3714 1848 3662 3926 7376
Percent 35.9% 64.1% 33.5% 66.5% 34.7% 65.3%
Grand
Total 2078 3714 1848 3662 3926 7376
Percent 35.9% 64.1% 33.5% 66.5% 34.7% 65.3%
ADT ADT 11,302 AADT 11,302
City Traffic Counters
www.ctcounters.com
Maine Avenue
Btwn Pacific Ave & Merced Ave

Start 02-Jun-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 34 43 7
12:15 1 35 2 41
12:30 3 28 43 4
12:45 1 29 10 126 4 43 14 155 24 281
01:00 4 26 03 7
01:15 1 30 0 19
01:30 3 27 33 8
01:45 1 32 9 115 2 41 5 135 14 250
02:00 2 27 02 9
02:15 0 21 4 27
02:30 1 21 02 4
02:45 0 29 3 98 0 27 4 107 7 205
03:00 1 26 13 3
03:15 0 31 0 42
03:30 5 27 02 5
03:45 2 32 8 116 2 27 3 127 11 243
04:00 2 31 34 1
04:15 2 31 2 34
04:30 4 30 43 7
04:45 5 30 13 122 2 38 11 150 24 272
05:00 2 30 42 8
05:15 7 28 5 37
05:30 11 42 62 4
05:45 5 34 25 134 7 41 22 130 47 264
06:00 7 31 13 36
06:15 11 34 14 54
06:30 6 29 11 28
06:45 11 22 35 116 9 32 47 150 82 266
07:00 15 24 15 34
07:15 16 18 22 20
07:30 25 23 21 34
07:45 23 16 79 81 16 26 74 114 153 195
08:00 27 22 20 31
08:15 14 21 21 26
08:30 28 23 24 21
08:45 27 13 96 79 17 22 82 100 178 179
09:00 21 16 19 26
09:15 17 18 20 16
09:30 21 9 25 22
09:45 30 15 89 58 31 19 95 83 184 141
10:00 27 11 19 11
10:15 24 9 26 12
10:30 29 7 35 8
10:45 29 8 109 35 27 4 107 35 216 70
11:00 29 8 30 8
11:15 26 3 26 3
11:30 33 4 22 3
11:45 29 5 117 20 22 7 100 21 217 41
Total 593 1100 564 1307 1157 2407
Percent 35.0% 65.0% 30.1% 69.9% 32.5% 67.5%
Grand
Total 593 1100 564 1307 1157 2407
Percent 35.0% 65.0% 30.1% 69.9% 32.5% 67.5%
ADT ADT 3,564 AADT 3,564
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Baldwin Park Blvd & Vineland Ave

Start 25-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 107 78 3
12:15 7 136 8 121
12:30 10 154 11 131
12:45 11 108 34 505 5 134 31 469 65 974
01:00 10 116 5 114
01:15 8 111 4 107
01:30 3 88 49 5
01:45 4 104 25 419 5 92 18 408 43 827
02:00 5 101 2 104
02:15 6 141 5 106
02:30 4 98 4 117
02:45 6 127 21 467 3 110 14 437 35 904
03:00 4 111 5 130
03:15 4 135 5 114
03:30 3 131 10 122
03:45 4 108 15 485 5 122 25 488 40 973
04:00 5 124 11 141
04:15 6 113 15 150
04:30 10 133 13 136
04:45 9 123 30 493 19 142 58 569 88 1062
05:00 19 117 22 137
05:15 20 132 23 142
05:30 16 141 29 150
05:45 28 134 83 524 34 118 108 547 191 1071
06:00 49 120 37 155
06:15 47 116 41 129
06:30 47 102 43 133
06:45 47 122 190 460 52 119 173 536 363 996
07:00 60 89 62 86
07:15 92 101 69 86
07:30 110 115 90 84
07:45 122 82 384 387 119 98 340 354 724 741
08:00 94 83 96 85
08:15 69 73 75 88
08:30 68 94 83 69
08:45 81 62 312 312 96 60 350 302 662 614
09:00 86 80 75 48
09:15 80 68 87 61
09:30 65 57 70 30
09:45 88 35 319 240 73 27 305 166 624 406
10:00 87 38 77 30
10:15 77 28 74 33
10:30 88 58 72 25
10:45 81 29 333 153 81 21 304 109 637 262
11:00 98 21 87 10
11:15 98 17 92 17
11:30 115 14 81 12
11:45 77 13 388 65 113 9 373 48 761 113
Total 2134 4510 2099 4433 4233 8943
Percent 32.1% 67.9% 32.1% 67.9% 32.1% 67.9%
Grand
Total 2134 4510 2099 4433 4233 8943
Percent 32.1% 67.9% 32.1% 67.9% 32.1% 67.9%
ADT ADT 13,176 AADT 13,176
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Los Angeles St & Ramona Blvd

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 45 83 9
12:15 9 75 11 58
12:30 9 63 57 8
12:45 9 64 36 247 3 58 27 233 63 480
01:00 4 49 25 1
01:15 7 59 2 51
01:30 2 49 14 5
01:45 2 46 15 203 2 46 7 193 22 396
02:00 6 64 16 1
02:15 4 56 1 41
02:30 1 60 35 8
02:45 7 65 18 245 1 61 6 221 24 466
03:00 4 54 45 6
03:15 4 63 5 47
03:30 3 62 55 7
03:45 6 55 17 234 4 64 18 224 35 458
04:00 5 56 37 1
04:15 4 56 3 72
04:30 4 86 12 73
04:45 8 77 21 275 16 70 34 286 55 561
05:00 13 70 14 67
05:15 20 77 16 73
05:30 16 64 20 55
05:45 20 74 69 285 24 67 74 262 143 547
06:00 20 53 29 85
06:15 31 77 24 64
06:30 37 63 35 67
06:45 38 43 126 236 48 49 136 265 262 501
07:00 32 47 38 53
07:15 65 49 44 46
07:30 60 55 81 42
07:45 75 57 232 208 95 40 258 181 490 389
08:00 70 44 76 52
08:15 50 53 54 46
08:30 37 33 54 36
08:45 27 45 184 175 44 28 228 162 412 337
09:00 39 42 49 28
09:15 44 40 43 33
09:30 37 35 41 27
09:45 44 25 164 142 31 20 164 108 328 250
10:00 41 26 41 22
10:15 36 23 49 15
10:30 42 38 35 13
10:45 41 17 160 104 43 12 168 62 328 166
11:00 28 13 38 9
11:15 46 18 40 12
11:30 36 10 44 11
11:45 42 13 152 54 52 8 174 40 326 94
Total 1194 2408 1294 2237 2488 4645
Percent 33.1% 66.9% 36.6% 63.4% 34.9% 65.1%
Grand
Total 1194 2408 1294 2237 2488 4645
Percent 33.1% 66.9% 36.6% 63.4% 34.9% 65.1%
ADT ADT 7,133 AADT 7,133
City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Ramona Blvd & Baldwin Park Blvd

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 53 44 8
12:15 9 82 17 72
12:30 8 74 47 8
12:45 12 72 35 281 5 72 30 270 65 551
01:00 5 64 45 5
01:15 5 61 3 74
01:30 0 58 45 1
01:45 4 57 14 240 4 62 15 242 29 482
02:00 6 81 46 1
02:15 3 77 2 54
02:30 1 68 37 0
02:45 4 75 14 301 4 67 13 252 27 553
03:00 3 79 46 9
03:15 3 80 4 66
03:30 5 84 77 2
03:45 4 65 15 308 7 81 22 288 37 596
04:00 3 77 58 0
04:15 6 66 6 78
04:30 7 85 13 84
04:45 6 90 22 318 18 75 42 317 64 635
05:00 16 93 21 76
05:15 17 93 27 78
05:30 8 100 28 70
05:45 25 86 66 372 21 87 97 311 163 683
06:00 27 74 30 96
06:15 25 88 24 96
06:30 34 68 33 84
06:45 41 58 127 288 50 53 137 329 264 617
07:00 38 55 46 63
07:15 55 59 49 53
07:30 74 77 77 42
07:45 68 54 235 245 94 54 266 212 501 457
08:00 63 60 63 58
08:15 56 56 56 56
08:30 35 51 72 45
08:45 60 52 214 219 63 41 254 200 468 419
09:00 46 52 55 38
09:15 60 52 59 48
09:30 38 33 34 30
09:45 55 37 199 174 47 21 195 137 394 311
10:00 53 26 48 21
10:15 51 29 56 15
10:30 47 48 39 15
10:45 45 16 196 119 53 19 196 70 392 189
11:00 43 12 56 16
11:15 68 13 52 13
11:30 47 14 52 9
11:45 51 18 209 57 80 11 240 49 449 106
Total 1346 2922 1507 2677 2853 5599
Percent 31.5% 68.5% 36.0% 64.0% 33.8% 66.2%
Grand
Total 1346 2922 1507 2677 2853 5599
Percent 31.5% 68.5% 36.0% 64.0% 33.8% 66.2%
ADT ADT 8,452 AADT 8,452

City Traffic Counters
www.ctcounters.com
Merced Avenue
Btwn Vineland Ave & Puente Ave

Start 25-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 90 11 89
12:15 4 100 16 114
12:30 8 153 6 109
12:45 5 123 24 466 10 87 43 399 67 865
01:00 4 105 8 105
01:15 5 105 8 97
01:30 2 104 48 3
01:45 7 83 18 397 4 98 24 383 42 780
02:00 0 101 69 3
02:15 3 107 5 127
02:30 3 94 59 2
02:45 2 106 8 408 6 118 22 430 30 838
03:00 3 84 5 108
03:15 6 109 4 128
03:30 9 118 3 110
03:45 4 108 22 419 4 94 16 440 38 859
04:00 9 114 5 122
04:15 17 109 1 100
04:30 13 116 6 130
04:45 18 127 57 466 8 110 20 462 77 928
05:00 28 114 13 129
05:15 26 116 17 125
05:30 30 115 19 134
05:45 37 103 121 448 22 131 71 519 192 967
06:00 38 120 36 121
06:15 39 119 26 113
06:30 47 96 40 105
06:45 49 95 173 430 54 117 156 456 329 886
07:00 58 84 50 92
07:15 69 77 89 98
07:30 83 70 105 113
07:45 113 96 323 327 119 84 363 387 686 714
08:00 109 85 77 74
08:15 86 75 60 79
08:30 81 65 63 82
08:45 95 51 371 276 63 69 263 304 634 580
09:00 86 55 73 76
09:15 85 58 67 72
09:30 75 31 64 57
09:45 75 18 321 162 68 44 272 249 593 411
10:00 76 30 80 38
10:15 84 32 73 36
10:30 69 28 78 48
10:45 83 20 312 110 79 36 310 158 622 268
11:00 79 15 88 20
11:15 87 14 83 15
11:30 79 10 94 18
11:45 110 7 355 46 75 16 340 69 695 115
Total 2105 3955 1900 4256 4005 8211
Percent 34.7% 65.3% 30.9% 69.1% 32.8% 67.2%
Grand
Total 2105 3955 1900 4256 4005 8211
Percent 34.7% 65.3% 30.9% 69.1% 32.8% 67.2%
ADT ADT 12,216 AADT 12,216

City Traffic Counters
www.ctcounters.com
Pacific Avenue
Btwn Big Dalton Ave & South City Limit

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 113 26 151
12:15 15 130 18 155
12:30 11 148 11 143
12:45 12 135 59 526 14 164 69 613 128 1139
01:00 5 156 14 148
01:15 5 106 8 144
01:30 5 153 5 149
01:45 6 162 21 577 4 188 31 629 52 1206
02:00 6 148 12 143
02:15 10 194 4 167
02:30 8 156 15 167
02:45 6 201 30 699 8 166 39 643 69 1342
03:00 6 186 11 180
03:15 4 176 18 195
03:30 9 176 20 224
03:45 10 203 29 741 19 179 68 778 97 1519
04:00 12 169 15 190
04:15 16 211 46 202
04:30 19 208 61 221
04:45 12 190 59 778 61 200 183 813 242 1591
05:00 20 178 55 217
05:15 26 210 64 228
05:30 34 185 90 186
05:45 40 151 120 724 66 188 275 819 395 1543
06:00 45 175 81 186
06:15 69 198 75 168
06:30 62 129 102 166
06:45 85 152 261 654 70 148 328 668 589 1322
07:00 94 105 97 117
07:15 97 116 79 150
07:30 89 129 129 143
07:45 113 119 393 469 132 113 437 523 830 992
08:00 88 113 121 115
08:15 93 103 117 116
08:30 94 108 131 105
08:45 93 71 368 395 120 82 489 418 857 813
09:00 110 94 129 66
09:15 103 54 99 65
09:30 105 62 117 55
09:45 90 61 408 271 93 77 438 263 846 534
10:00 123 64 140 50
10:15 122 36 98 46
10:30 100 44 141 47
10:45 118 32 463 176 101 41 480 184 943 360
11:00 108 36 106 35
11:15 119 28 119 38
11:30 129 22 117 20
11:45 138 21 494 107 111 32 453 125 947 232
Total 2705 6117 3290 6476 5995 12593
Percent 30.7% 69.3% 33.7% 66.3% 32.3% 67.7%
Grand
Total 2705 6117 3290 6476 5995 12593
Percent 30.7% 69.3% 33.7% 66.3% 32.3% 67.7%
ADT ADT 18,588 AADT 18,588
City Traffic Counters
www.ctcounters.com
Pacific Avenue
Btwn Ramona Blvd & Big Dalton Ave

Start 27-May-21 Northwest Hour Totals Southeast Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 22 129 16 148
12:15 17 132 17 147
12:30 11 165 13 159
12:45 9 141 59 567 8 151 54 605 113 1172
01:00 5 147 12 151
01:15 5 124 4 152
01:30 7 150 5 155
01:45 5 151 22 572 5 156 26 614 48 1186
02:00 9 143 10 165
02:15 7 145 7 163
02:30 5 140 9 171
02:45 5 170 26 598 1 157 27 656 53 1254
03:00 9 140 6 189
03:15 2 134 12 185
03:30 13 131 19 211
03:45 14 155 38 560 18 175 55 760 93 1320
04:00 13 162 17 174
04:15 16 164 36 191
04:30 21 150 46 192
04:45 24 159 74 635 39 189 138 746 212 1381
05:00 28 139 40 189
05:15 16 162 49 172
05:30 58 141 57 136
05:45 45 150 147 592 49 186 195 683 342 1275
06:00 59 144 69 190
06:15 69 142 74 171
06:30 70 119 90 151
06:45 83 137 281 542 57 152 290 664 571 1206
07:00 97 131 78 130
07:15 89 129 83 156
07:30 117 120 121 146
07:45 122 115 425 495 103 141 385 573 810 1068
08:00 110 135 120 132
08:15 107 93 122 125
08:30 105 94 96 114
08:45 122 89 444 411 117 101 455 472 899 883
09:00 101 85 121 79
09:15 104 68 98 79
09:30 133 69 115 73
09:45 109 69 447 291 96 84 430 315 877 606
10:00 119 50 122 58
10:15 125 40 101 45
10:30 122 46 120 56
10:45 118 34 484 170 119 37 462 196 946 366
11:00 113 31 128 48
11:15 123 26 132 23
11:30 130 26 142 21
11:45 112 22 478 105 123 24 525 116 1003 221
Total 2925 5538 3042 6400 5967 11938
Percent 34.6% 65.4% 32.2% 67.8% 33.3% 66.7%
Grand
Total 2925 5538 3042 6400 5967 11938
Percent 34.6% 65.4% 32.2% 67.8% 33.3% 66.7%
ADT ADT 17,905 AADT 17,905
City Traffic Counters
www.ctcounters.com
Puente Avenue
Btwn Merced Ave & Root St

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 32 105 78 9
12:15 20 96 9 94
12:30 17 96 68 9
12:45 17 109 86 406 11 90 33 362 119 768
01:00 3 93 10 90
01:15 10 101 3 83
01:30 8 102 28 2
01:45 8 118 29 414 9 86 24 341 53 755
02:00 15 97 89 7
02:15 7 117 11 92
02:30 6 121 39 1
02:45 9 122 37 457 3 111 25 391 62 848
03:00 8 124 99 3
03:15 5 140 2 90
03:30 11 138 7 116
03:45 17 139 41 541 15 98 33 397 74 938
04:00 6 110 11 107
04:15 25 142 8 86
04:30 24 130 19 96
04:45 35 135 90 517 23 103 61 392 151 909
05:00 24 127 18 94
05:15 23 121 25 95
05:30 21 133 37 79
05:45 17 133 85 514 36 91 116 359 201 873
06:00 24 100 54 92
06:15 34 85 55 108
06:30 45 108 59 72
06:45 44 111 147 404 87 71 255 343 402 747
07:00 56 84 95 81
07:15 65 78 86 90
07:30 76 103 89 73
07:45 73 80 270 345 106 91 376 335 646 680
08:00 50 74 87 80
08:15 56 75 92 57
08:30 59 71 63 66
08:45 80 62 245 282 93 55 335 258 580 540
09:00 39 59 74 54
09:15 69 70 80 37
09:30 75 41 64 44
09:45 77 40 260 210 69 45 287 180 547 390
10:00 78 40 82 43
10:15 79 38 78 36
10:30 76 41 70 24
10:45 83 34 316 153 82 24 312 127 628 280
11:00 85 30 80 31
11:15 71 23 76 22
11:30 90 15 81 16
11:45 83 31 329 99 84 22 321 91 650 190
Total 1935 4342 2178 3576 4113 7918
Percent 30.8% 69.2% 37.9% 62.1% 34.2% 65.8%
Grand
Total 1935 4342 2178 3576 4113 7918
Percent 30.8% 69.2% 37.9% 62.1% 34.2% 65.8%
ADT ADT 12,031 AADT 12,031
City Traffic Counters
www.ctcounters.com
Puente Avenue
Btwn Root St & Ramona Blvd

Start 27-May-21 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 28 73 9
12:15 5 32 7 57
12:30 3 57 65 2
12:45 3 38 17 155 7 62 27 210 44 365
01:00 1 41 43 6
01:15 2 28 4 64
01:30 0 25 34 6
01:45 1 25 4 119 4 57 15 203 19 322
02:00 2 33 44 5
02:15 2 26 6 69
02:30 3 37 44 4
02:45 1 37 8 133 4 62 18 220 26 353
03:00 2 50 68 4
03:15 3 48 7 103
03:30 4 40 9 100
03:45 1 47 10 185 9 89 31 376 41 561
04:00 2 34 76 2
04:15 2 47 8 50
04:30 3 46 15 59
04:45 6 44 13 171 13 49 43 220 56 391
05:00 6 38 14 60
05:15 5 51 17 51
05:30 4 36 23 42
05:45 9 53 24 178 16 44 70 197 94 375
06:00 15 34 21 41
06:15 10 34 17 40
06:30 18 27 19 22
06:45 28 31 71 126 24 41 81 144 152 270
07:00 25 25 38 29
07:15 22 17 27 34
07:30 26 23 43 27
07:45 34 26 107 91 48 28 156 118 263 209
08:00 32 30 39 24
08:15 20 28 33 24
08:30 14 25 25 22
08:45 26 16 92 99 37 21 134 91 226 190
09:00 17 25 22 21
09:15 10 21 25 16
09:30 19 7 31 18
09:45 18 13 64 66 26 12 104 67 168 133
10:00 30 13 29 11
10:15 17 12 24 21
10:30 10 11 27 7
10:45 12 5 69 41 34 12 114 51 183 92
11:00 17 9 40 13
11:15 26 5 33 9
11:30 16 2 29 8
11:45 28 4 87 20 37 6 139 36 226 56
Total 566 1384 932 1933 1498 3317
Percent 29.0% 71.0% 32.5% 67.5% 31.1% 68.9%
Grand
Total 566 1384 932 1933 1498 3317
Percent 29.0% 71.0% 32.5% 67.5% 31.1% 68.9%
ADT ADT 4,815 AADT 4,815
City Traffic Counters
www.ctcounters.com
Puente Avenue
Btwn South City Limit & Merced Ave

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 39 226 30 164
12:15 27 206 20 178
12:30 20 196 25 184
12:45 28 211 114 839 19 188 94 714 208 1553
01:00 11 217 19 222
01:15 15 244 17 205
01:30 14 252 8 218
01:45 16 212 56 925 14 233 58 878 114 1803
02:00 15 250 11 222
02:15 11 217 15 217
02:30 14 268 12 223
02:45 15 242 55 977 6 215 44 877 99 1854
03:00 16 272 13 187
03:15 20 281 26 207
03:30 25 279 17 179
03:45 21 251 82 1083 23 206 79 779 161 1862
04:00 32 254 22 199
04:15 34 293 23 182
04:30 60 254 40 212
04:45 84 304 210 1105 43 197 128 790 338 1895
05:00 61 273 37 259
05:15 55 286 43 208
05:30 52 239 71 196
05:45 69 284 237 1082 88 172 239 835 476 1917
06:00 121 196 89 171
06:15 117 197 72 202
06:30 117 220 106 161
06:45 111 189 466 802 136 165 403 699 869 1501
07:00 148 151 149 156
07:15 139 143 147 151
07:30 169 181 192 121
07:45 178 151 634 626 179 148 667 576 1301 1202
08:00 166 136 145 169
08:15 159 142 152 124
08:30 165 156 160 147
08:45 161 125 651 559 171 112 628 552 1279 1111
09:00 144 119 158 124
09:15 142 102 151 118
09:30 167 79 151 95
09:45 160 78 613 378 145 102 605 439 1218 817
10:00 196 71 191 106
10:15 168 65 150 76
10:30 169 57 159 75
10:45 178 52 711 245 209 51 709 308 1420 553
11:00 164 51 157 49
11:15 163 36 155 45
11:30 198 29 158 35
11:45 154 37 679 153 174 35 644 164 1323 317
Total 4508 8774 4298 7611 8806 16385
Percent 33.9% 66.1% 36.1% 63.9% 35.0% 65.0%
Grand
Total 4508 8774 4298 7611 8806 16385
Percent 33.9% 66.1% 36.1% 63.9% 35.0% 65.0%
ADT ADT 25,191 AADT 25,191
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Badillo St & East City Limit

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 31 11 47
12:15 1 38 13 70
12:30 1 51 55 4
12:45 4 38 6 158 2 53 31 224 37 382
01:00 0 53 35 2
01:15 4 32 8 51
01:30 1 38 35 8
01:45 2 38 7 161 2 55 16 216 23 377
02:00 1 29 36 2
02:15 3 50 1 54
02:30 5 37 24 9
02:45 1 34 10 150 2 58 8 223 18 373
03:00 0 40 55 8
03:15 3 49 5 69
03:30 8 56 47 3
03:45 8 53 19 198 5 80 19 280 38 478
04:00 1 63 87 6
04:15 2 38 2 59
04:30 2 47 45 4
04:45 9 45 14 193 15 89 29 278 43 471
05:00 9 41 15 67
05:15 12 58 12 64
05:30 11 28 12 45
05:45 16 28 48 155 29 44 68 220 116 375
06:00 7 38 36 53
06:15 14 35 24 46
06:30 11 29 40 33
06:45 39 26 71 128 31 28 131 160 202 288
07:00 23 25 34 38
07:15 23 31 44 41
07:30 19 16 58 33
07:45 32 20 97 92 47 38 183 150 280 242
08:00 32 14 39 39
08:15 32 31 47 41
08:30 15 15 41 28
08:45 51 15 130 75 61 26 188 134 318 209
09:00 21 12 49 34
09:15 29 13 45 17
09:30 28 10 60 18
09:45 28 14 106 49 47 30 201 99 307 148
10:00 29 10 44 19
10:15 35 10 40 17
10:30 35 11 35 16
10:45 39 7 138 38 51 15 170 67 308 105
11:00 36 13 55 10
11:15 30 4 57 11
11:30 31 8 36 18
11:45 54 8 151 33 51 16 199 55 350 88
Total 797 1430 1243 2106 2040 3536
Percent 35.8% 64.2% 37.1% 62.9% 36.6% 63.4%
Grand
Total 797 1430 1243 2106 2040 3536
Percent 35.8% 64.2% 37.1% 62.9% 36.6% 63.4%
ADT ADT 5,576 AADT 5,576
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Baldwin Park Blvd & Badillo St

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 162 17 131
12:15 12 177 22 151
12:30 10 196 21 182
12:45 5 201 43 736 7 180 67 644 110 1380
01:00 9 186 6 134
01:15 7 196 6 148
01:30 5 170 6 130
01:45 5 191 26 743 16 187 34 599 60 1342
02:00 4 169 10 135
02:15 8 199 4 162
02:30 15 217 0 192
02:45 4 255 31 840 5 182 19 671 50 1511
03:00 13 253 13 158
03:15 13 332 10 159
03:30 27 272 9 167
03:45 24 278 77 1135 8 153 40 637 117 1772
04:00 8 280 9 150
04:15 12 287 11 142
04:30 27 236 23 149
04:45 22 284 69 1087 24 136 67 577 136 1664
05:00 24 260 21 167
05:15 31 229 32 118
05:30 40 299 39 146
05:45 43 180 138 968 49 168 141 599 279 1567
06:00 35 144 55 128
06:15 35 173 64 140
06:30 70 140 87 140
06:45 64 140 204 597 94 95 300 503 504 1100
07:00 58 112 99 81
07:15 67 125 115 102
07:30 127 119 137 113
07:45 120 110 372 466 136 86 487 382 859 848
08:00 131 87 128 94
08:15 101 88 112 76
08:30 67 96 112 82
08:45 115 74 414 345 112 84 464 336 878 681
09:00 84 47 125 79
09:15 132 57 112 50
09:30 109 60 114 51
09:45 109 47 434 211 92 54 443 234 877 445
10:00 122 42 91 47
10:15 145 40 147 45
10:30 141 45 125 54
10:45 117 57 525 184 139 22 502 168 1027 352
11:00 155 85 153 26
11:15 172 51 140 42
11:30 138 33 118 29
11:45 149 27 614 196 136 25 547 122 1161 318
Total 2947 7508 3111 5472 6058 12980
Percent 28.2% 71.8% 36.2% 63.8% 31.8% 68.2%
Grand
Total 2947 7508 3111 5472 6058 12980
Percent 28.2% 71.8% 36.2% 63.8% 31.8% 68.2%
ADT ADT 19,038 AADT 19,038
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Francisquito Ave & Merced Ave

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 18 166 24 139
12:15 13 174 17 141
12:30 11 187 13 179
12:45 11 206 53 733 13 121 67 580 120 1313
01:00 15 169 13 149
01:15 14 191 9 152
01:30 8 170 7 164
01:45 15 197 52 727 7 131 36 596 88 1323
02:00 12 183 4 135
02:15 13 266 6 131
02:30 14 233 7 181
02:45 10 236 49 918 9 156 26 603 75 1521
03:00 16 247 19 125
03:15 8 279 15 161
03:30 15 342 8 137
03:45 14 328 53 1196 13 139 55 562 108 1758
04:00 6 318 16 138
04:15 9 269 16 141
04:30 9 323 19 148
04:45 26 261 50 1171 27 131 78 558 128 1729
05:00 27 295 42 170
05:15 28 298 36 126
05:30 42 267 46 110
05:45 32 298 129 1158 69 115 193 521 322 1679
06:00 43 244 85 128
06:15 65 209 86 157
06:30 69 181 108 114
06:45 74 196 251 830 113 91 392 490 643 1320
07:00 82 197 124 129
07:15 87 189 141 104
07:30 104 120 152 114
07:45 108 147 381 653 146 90 563 437 944 1090
08:00 99 114 139 107
08:15 88 129 150 94
08:30 125 108 129 86
08:45 131 114 443 465 124 107 542 394 985 859
09:00 105 95 120 76
09:15 121 98 116 68
09:30 105 82 135 62
09:45 131 70 462 345 136 65 507 271 969 616
10:00 121 74 116 57
10:15 117 57 111 48
10:30 141 58 152 50
10:45 155 62 534 251 119 31 498 186 1032 437
11:00 153 39 145 37
11:15 153 33 111 25
11:30 157 35 132 32
11:45 167 29 630 136 113 18 501 112 1131 248
Total 3087 8583 3458 5310 6545 13893
Percent 26.5% 73.5% 39.4% 60.6% 32.0% 68.0%
Grand
Total 3087 8583 3458 5310 6545 13893
Percent 26.5% 73.5% 39.4% 60.6% 32.0% 68.0%
ADT ADT 20,438 AADT 20,438
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn I-605 Frwy & Francisquito Ave

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 45 246 30 217
12:15 39 228 24 181
12:30 25 228 26 207
12:45 22 255 131 957 15 163 95 768 226 1725
01:00 24 204 22 194
01:15 25 243 17 184
01:30 18 243 8 188
01:45 20 240 87 930 8 184 55 750 142 1680
02:00 15 261 13 161
02:15 17 268 12 168
02:30 19 292 16 175
02:45 22 267 73 1088 12 200 53 704 126 1792
03:00 14 336 20 165
03:15 18 348 18 177
03:30 20 425 26 167
03:45 19 409 71 1518 22 170 86 679 157 2197
04:00 18 384 29 190
04:15 20 370 31 169
04:30 22 395 36 189
04:45 29 350 89 1499 47 169 143 717 232 2216
05:00 34 376 72 202
05:15 37 378 77 163
05:30 43 370 87 155
05:45 40 382 154 1506 133 142 369 662 523 2168
06:00 60 353 143 171
06:15 64 335 150 177
06:30 81 315 213 148
06:45 99 292 304 1295 194 121 700 617 1004 1912
07:00 87 288 217 139
07:15 109 253 233 136
07:30 121 192 271 133
07:45 141 193 458 926 251 130 972 538 1430 1464
08:00 117 169 214 133
08:15 130 189 245 114
08:30 153 163 238 132
08:45 154 158 554 679 213 138 910 517 1464 1196
09:00 149 130 194 113
09:15 138 127 179 72
09:30 132 135 214 88
09:45 169 102 588 494 182 88 769 361 1357 855
10:00 155 104 166 87
10:15 161 85 165 71
10:30 169 88 197 60
10:45 181 76 666 353 183 56 711 274 1377 627
11:00 217 54 197 53
11:15 179 77 151 38
11:30 208 62 156 42
11:45 194 49 798 242 171 20 675 153 1473 395
Total 3973 11487 5538 6740 9511 18227
Percent 25.7% 74.3% 45.1% 54.9% 34.3% 65.7%
Grand
Total 3973 11487 5538 6740 9511 18227
Percent 25.7% 74.3% 45.1% 54.9% 34.3% 65.7%
ADT ADT 27,738 AADT 27,738
City Traffic Counters
www.ctcounters.com
Ramona Blvd
Btwn Merced Ave & Baldwin Park Blvd

Start 02-Jun-21 East Hour Totals West Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 207 24 199
12:15 9 238 22 183
12:30 12 199 20 180
12:45 16 236 47 880 18 158 84 720 131 1600
01:00 9 233 14 195
01:15 9 225 12 235
01:30 10 210 10 194
01:45 12 248 40 916 9 196 45 820 85 1736
02:00 11 231 4 188
02:15 14 290 8 197
02:30 10 305 12 239
02:45 10 295 45 1121 6 220 30 844 75 1965
03:00 12 294 16 189
03:15 7 299 10 236
03:30 18 384 7 231
03:45 23 369 60 1346 10 208 43 864 103 2210
04:00 7 366 14 213
04:15 12 271 12 213
04:30 15 410 20 204
04:45 31 304 65 1351 18 225 64 855 129 2206
05:00 31 345 26 205
05:15 31 275 21 173
05:30 61 303 42 161
05:45 40 247 163 1170 56 155 145 694 308 1864
06:00 46 281 72 211
06:15 62 196 84 196
06:30 71 206 82 159
06:45 115 175 294 858 104 132 342 698 636 1556
07:00 81 199 118 156
07:15 112 188 142 126
07:30 98 138 147 132
07:45 158 150 449 675 138 113 545 527 994 1202
08:00 128 121 122 135
08:15 115 125 143 115
08:30 147 102 126 148
08:45 149 124 539 472 151 126 542 524 1081 996
09:00 140 115 135 121
09:15 143 85 137 91
09:30 147 89 179 70
09:45 216 85 646 374 172 82 623 364 1269 738
10:00 204 67 175 68
10:15 153 68 152 54
10:30 164 39 199 49
10:45 192 54 713 228 189 45 715 216 1428 444
11:00 187 29 164 46
11:15 165 33 138 37
11:30 221 22 209 33
11:45 207 23 780 107 167 19 678 135 1458 242
Total 3841 9498 3856 7261 7697 16759
Percent 28.8% 71.2% 34.7% 65.3% 31.5% 68.5%
Grand
Total 3841 9498 3856 7261 7697 16759
Percent 28.8% 71.2% 34.7% 65.3% 31.5% 68.5%
ADT ADT 24,456 AADT 24,456
City Traffic Counters
www.ctcounters.com
Rivergrade Road
Btwn Brooks Dr & Live Oak Ave

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 14 92 69 7
12:15 21 95 6 60
12:30 16 103 11 94
12:45 17 100 68 390 7 83 30 334 98 724
01:00 16 80 38 9
01:15 26 76 9 80
01:30 10 88 12 73
01:45 8 128 60 372 7 65 31 307 91 679
02:00 10 99 16 4
02:15 13 108 7 76
02:30 8 120 4 116
02:45 5 104 36 431 6 76 18 332 54 763
03:00 11 82 88 4
03:15 9 97 11 78
03:30 15 96 10 107
03:45 11 102 46 377 9 90 38 359 84 736
04:00 13 85 56 5
04:15 31 85 13 55
04:30 29 97 23 84
04:45 44 93 117 360 16 57 57 261 174 621
05:00 40 99 24 85
05:15 60 77 44 81
05:30 65 104 67 51
05:45 78 79 243 359 56 64 191 281 434 640
06:00 51 51 68 62
06:15 59 58 83 61
06:30 86 53 90 52
06:45 79 47 275 209 115 43 356 218 631 427
07:00 63 51 108 34
07:15 90 45 118 26
07:30 72 52 114 30
07:45 71 36 296 184 130 29 470 119 766 303
08:00 78 42 115 17
08:15 78 28 134 30
08:30 93 28 112 27
08:45 67 38 316 136 107 15 468 89 784 225
09:00 87 53 87 14
09:15 69 33 75 20
09:30 79 27 63 12
09:45 62 32 297 145 63 6 288 52 585 197
10:00 91 18 72 4
10:15 66 25 84 8
10:30 84 29 53 9
10:45 83 22 324 94 75 8 284 29 608 123
11:00 103 20 77 5
11:15 93 12 80 9
11:30 74 7 106 13
11:45 95 9 365 48 86 6 349 33 714 81
Total 2443 3105 2580 2414 5023 5519
Percent 44.0% 56.0% 51.7% 48.3% 47.6% 52.4%
Grand
Total 2443 3105 2580 2414 5023 5519
Percent 44.0% 56.0% 51.7% 48.3% 47.6% 52.4%
ADT ADT 10,542 AADT 10,542
City Traffic Counters
www.ctcounters.com
Root Street
Btwn Puente Ave & East City Limit

Start 27-May-21 East Hour Totals West Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 16 39 23 8
12:15 10 45 6 48
12:30 10 66 44 4
12:45 6 58 42 208 7 39 19 169 61 377
01:00 4 45 33 8
01:15 3 45 2 43
01:30 2 48 15 6
01:45 1 48 10 186 1 52 7 189 17 375
02:00 2 49 03 3
02:15 3 65 6 51
02:30 1 75 25 4
02:45 1 63 7 252 2 51 10 189 17 441
03:00 2 76 24 1
03:15 2 87 1 45
03:30 1 84 54 5
03:45 9 82 14 329 5 59 13 190 27 519
04:00 3 76 44 7
04:15 8 86 4 46
04:30 16 85 10 51
04:45 18 74 45 321 15 52 33 196 78 517
05:00 8 80 55 1
05:15 9 74 12 65
05:30 9 86 19 53
05:45 10 63 36 303 23 49 59 218 95 521
06:00 13 68 24 42
06:15 17 58 21 50
06:30 16 54 39 50
06:45 19 62 65 242 42 39 126 181 191 423
07:00 23 43 56 48
07:15 23 26 60 37
07:30 27 55 63 39
07:45 38 42 111 166 82 41 261 165 372 331
08:00 25 32 51 35
08:15 31 35 49 31
08:30 26 27 35 37
08:45 52 27 134 121 49 20 184 123 318 244
09:00 33 21 37 27
09:15 31 29 38 23
09:30 30 21 43 19
09:45 29 7 123 78 32 33 150 102 273 180
10:00 30 27 32 12
10:15 38 25 41 16
10:30 34 17 34 12
10:45 34 11 136 80 35 14 142 54 278 134
11:00 35 9 36 9
11:15 44 7 26 8
11:30 43 4 38 10
11:45 43 7 165 27 30 8 130 35 295 62
Total 888 2313 1134 1811 2022 4124
Percent 27.7% 72.3% 38.5% 61.5% 32.9% 67.1%
Grand
Total 888 2313 1134 1811 2022 4124
Percent 27.7% 72.3% 38.5% 61.5% 32.9% 67.1%
ADT ADT 6,146 AADT 6,146
City Traffic Counters
www.ctcounters.com
Stewart Avenue
Btwn Live Oak Ave & Olive St

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 26 71 9
12:15 2 14 10 40
12:30 3 26 62 8
12:45 4 24 9 90 3 23 26 110 35 200
01:00 4 31 53 1
01:15 2 21 3 29
01:30 0 23 22 6
01:45 2 12 8 87 3 34 13 120 21 207
02:00 1 28 73 1
02:15 4 29 5 44
02:30 3 18 43 6
02:45 2 25 10 100 5 39 21 150 31 250
03:00 5 27 14 6
03:15 4 25 1 52
03:30 7 25 15 7
03:45 3 22 19 99 1 73 4 228 23 327
04:00 5 23 15 5
04:15 4 30 1 63
04:30 10 17 16 2
04:45 14 28 33 98 3 64 6 244 39 342
05:00 11 23 57 7
05:15 16 27 7 62
05:30 23 21 56 7
05:45 27 23 77 94 5 44 22 250 99 344
06:00 28 18 11 49
06:15 40 25 7 65
06:30 42 25 18 33
06:45 48 16 158 84 12 39 48 186 206 270
07:00 46 16 16 43
07:15 39 17 22 34
07:30 50 16 25 26
07:45 53 12 188 61 17 23 80 126 268 187
08:00 35 14 24 26
08:15 30 16 22 20
08:30 46 23 18 28
08:45 23 15 134 68 15 23 79 97 213 165
09:00 30 13 10 15
09:15 18 13 16 18
09:30 26 13 16 18
09:45 26 5 100 44 19 21 61 72 161 116
10:00 20 18 91 5
10:15 21 5 19 18
10:30 27 7 26 15
10:45 16 8 84 38 23 16 77 64 161 102
11:00 29 5 15 10
11:15 15 6 17 7
11:30 13 2 23 10
11:45 18 2 75 15 29 3 84 30 159 45
Total 895 878 521 1677 1416 2555
Percent 50.5% 49.5% 23.7% 76.3% 35.7% 64.3%
Grand
Total 895 878 521 1677 1416 2555
Percent 50.5% 49.5% 23.7% 76.3% 35.7% 64.3%
ADT ADT 3,971 AADT 3,971

City Traffic Counters
www.ctcounters.com
Stewart Avenue
Btwn Los Angeles St & Ramona Blvd

Start 25-May-21 North Hour Totals South Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 24 21 5
12:15 1 19 3 20
12:30 1 19 02 5
12:45 0 12 3 74 1 20 6 80 9 154
01:00 0 25 21 6
01:15 2 26 1 14
01:30 3 16 13 5
01:45 2 24 7 91 0 32 4 97 11 188
02:00 1 26 12 1
02:15 0 19 2 18
02:30 0 18 01 9
02:45 1 15 2 78 1 17 4 75 6 153
03:00 1 27 01 4
03:15 2 11 1 6
03:30 3 19 21 5
03:45 1 21 7 78 0 13 3 48 10 126
04:00 3 22 11 8
04:15 1 20 3 26
04:30 5 15 22 9
04:45 5 15 14 72 3 36 9 109 23 181
05:00 1 21 73 3
05:15 1 22 3 16
05:30 7 22 42 0
05:45 3 27 12 92 2 16 16 85 28 177
06:00 11 23 51 8
06:15 5 15 6 25
06:30 8 27 72 2
06:45 9 25 33 90 15 12 33 77 66 167
07:00 5 23 10 12
07:15 6 20 15 18
07:30 17 13 18 11
07:45 24 22 52 78 22 3 65 44 117 122
08:00 21 13 16 15
08:15 15 13 12 18
08:30 7 10 10 15
08:45 17 16 60 52 16 14 54 62 114 114
09:00 10 13 13 13
09:15 12 10 17 5
09:30 14 7 19 5
09:45 15 12 51 42 13 9 62 32 113 74
10:00 15 10 12 6
10:15 8 6 10 5
10:30 19 8 10 7
10:45 18 3 60 27 18 3 50 21 110 48
11:00 23 8 11 0
11:15 14 2 13 7
11:30 13 2 14 4
11:45 15 0 65 12 14 4 52 15 117 27
Total 366 786 358 745 724 1531
Percent 31.8% 68.2% 32.5% 67.5% 32.1% 67.9%
Grand
Total 366 786 358 745 724 1531
Percent 31.8% 68.2% 32.5% 67.5% 32.1% 67.9%
ADT ADT 2,255 AADT 2,255
City Traffic Counters
www.ctcounters.com
Syracuse Ave
Btwn Bess Ave & Ramona Blvd

Start 27-May-21 North Hour Totals South Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 35 82 8
12:15 3 35 4 34
12:30 3 26 52 9
12:45 2 24 12 120 4 33 21 124 33 244
01:00 3 19 53 5
01:15 1 24 3 37
01:30 4 23 34 0
01:45 1 18 9 84 2 29 13 141 22 225
02:00 1 20 32 4
02:15 4 22 4 34
02:30 1 18 03 7
02:45 0 21 6 81 2 27 9 122 15 203
03:00 2 23 02 7
03:15 4 31 1 36
03:30 8 12 24 8
03:45 2 19 16 85 0 54 3 165 19 250
04:00 3 21 23 9
04:15 8 27 2 47
04:30 8 24 26 7
04:45 8 22 27 94 2 59 8 212 35 306
05:00 11 26 15 5
05:15 8 22 3 52
05:30 15 23 35 6
05:45 18 19 52 90 4 63 11 226 63 316
06:00 15 17 95 2
06:15 18 17 8 44
06:30 24 18 10 45
06:45 22 26 79 78 16 34 43 175 122 253
07:00 25 21 14 34
07:15 29 22 16 36
07:30 37 21 16 40
07:45 30 17 121 81 27 29 73 139 194 220
08:00 33 25 16 24
08:15 24 27 20 35
08:30 16 17 12 26
08:45 18 15 91 84 22 21 70 106 161 190
09:00 21 16 16 27
09:15 34 9 28 22
09:30 25 14 16 23
09:45 23 12 103 51 28 22 88 94 191 145
10:00 23 8 14 20
10:15 22 9 27 11
10:30 11 10 20 15
10:45 23 9 79 36 34 8 95 54 174 90
11:00 28 6 22 13
11:15 22 4 24 15
11:30 25 3 25 12
11:45 27 9 102 22 29 10 100 50 202 72
Total 697 906 534 1608 1231 2514
Percent 43.5% 56.5% 24.9% 75.1% 32.9% 67.1%
Grand
Total 697 906 534 1608 1231 2514
Percent 43.5% 56.5% 24.9% 75.1% 32.9% 67.1%
ADT ADT 3,745 AADT 3,745
City Traffic Counters
www.ctcounters.com
Vineland Avenue
Btwn Merced Ave & Pacific Ave

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 29 43 3
12:15 9 29 4 56
12:30 3 68 54 5
12:45 3 46 19 172 5 36 18 170 37 342
01:00 4 34 24 1
01:15 2 38 2 42
01:30 1 31 43 3
01:45 2 29 9 132 1 41 9 157 18 289
02:00 2 37 24 0
02:15 2 31 2 41
02:30 1 28 13 9
02:45 1 38 6 134 3 43 8 163 14 297
03:00 2 40 13 1
03:15 2 28 6 29
03:30 2 44 55 4
03:45 8 56 14 168 3 41 15 155 29 323
04:00 9 53 83 5
04:15 3 49 13 40
04:30 3 46 16 29
04:45 6 35 21 183 16 41 53 145 74 328
05:00 3 43 15 40
05:15 2 44 18 34
05:30 11 24 22 38
05:45 9 35 25 146 25 32 80 144 105 290
06:00 5 30 27 44
06:15 11 27 26 40
06:30 12 27 48 38
06:45 19 38 47 122 38 30 139 152 186 274
07:00 14 40 39 34
07:15 16 37 65 30
07:30 21 29 73 30
07:45 39 26 90 132 66 22 243 116 333 248
08:00 34 19 55 26
08:15 22 19 44 35
08:30 30 33 26 31
08:45 17 15 103 86 33 26 158 118 261 204
09:00 15 17 23 27
09:15 17 18 28 15
09:30 18 16 28 17
09:45 19 17 69 68 28 15 107 74 176 142
10:00 17 18 37 20
10:15 31 9 18 13
10:30 22 9 26 14
10:45 18 10 88 46 41 16 122 63 210 109
11:00 20 11 38 14
11:15 21 9 44 12
11:30 28 11 32 5
11:45 38 3 107 34 24 10 138 41 245 75
Total 598 1423 1090 1498 1688 2921
Percent 29.6% 70.4% 42.1% 57.9% 36.6% 63.4%
Grand
Total 598 1423 1090 1498 1688 2921
Percent 29.6% 70.4% 42.1% 57.9% 36.6% 63.4%
ADT ADT 4,609 AADT 4,609
City Traffic Counters
www.ctcounters.com
Vineland Avenue
Btwn Pacific Ave & Badillo St

Start 27-May-21 Northeast Hour Totals Southwest Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 41 54
12:15 9 39 1 7
12:30 6 90 52
12:45 6 51 28 221 1 1 12 14 40 235
01:00 6 36 11 3
01:15 3 60 0 7
01:30 9 47 41 1
01:45 5 48 23 191 1 1 6 32 29 223
02:00 1 35 01 1
02:15 5 48 0 15
02:30 0 44 11 0
02:45 0 56 6 183 0 26 1 62 7 245
03:00 1 69 33
03:15 3 70 0 5
03:30 9 70 31 0
03:45 16 66 29 275 2 20 8 38 37 313
04:00 11 64 17
04:15 6 57 6 23
04:30 6 63 41
04:45 13 53 36 237 2 20 13 51 49 288
05:00 5 43 47
05:15 3 68 7 4
05:30 19 41 61 7
05:45 19 39 46 191 9 8 26 36 72 227
06:00 11 45 78
06:15 16 46 17 20
06:30 14 43 19 9
06:45 22 61 63 195 14 9 57 46 120 241
07:00 15 56 17 6
07:15 16 33 34 18
07:30 29 30 25 8
07:45 38 31 98 150 19 6 95 38 193 188
08:00 39 31 16 11
08:15 27 30 22 17
08:30 26 33 10 16
08:45 19 31 111 125 6 7 54 51 165 176
09:00 25 32 61 0
09:15 21 22 7 1
09:30 28 18 13 13
09:45 22 9 96 81 9 7 35 31 131 112
10:00 30 15 11 16
10:15 43 11 2 10
10:30 32 8 21 1
10:45 34 6 139 40 10 6 25 43 164 83
11:00 16 8 17 9
11:15 20 9 16 5
11:30 20 10 10 0
11:45 34 4 90 31 6 2 49 16 139 47
Total 765 1920 381 458 1146 2378
Percent 28.5% 71.5% 45.4% 54.6% 32.5% 67.5%
Grand
Total 765 1920 381 458 1146 2378
Percent 28.5% 71.5% 45.4% 54.6% 32.5% 67.5%
ADT ADT 3,524 AADT 3,524

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

B

Appendix “B”
Engineering and Traffic Survey Sheets

Engineering and Traffic Survey
(CVC Section 627)
Street: Badillo St
Segment: Ramona Blvd to East City Limit
Segment #: 1
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 40 39
Eastbound Westbound
5/27/2021
85th Percentile Speed: 45 45
10 MPH Pace (Minimum): 34 34
Percent in Pace: 65 58
Mid-Block Collision Rate Per Million Vehicle Miles: 0.67 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 14,588
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Ramona, Puente, & Willow
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.56
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
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
45 34
62 5/27/2021

WestboundEastbound

Yes
Yes
Consistent posting with adjacent segment justifies reduction of 85th by 5 MPH. This is a transition segment as it changes to 45 MPH as this street enters the City of West Covina Result JUSTIFIED
B - 1Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Live Oak Ave to Olive St
Segment #: 2
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 38 41
Northbound Southbound
5/26/2021
85th Percentile Speed: 44 47
10 MPH Pace (Minimum): 35 39
Percent in Pace: 65 61
Mid-Block Collision Rate Per Million Vehicle Miles: 0.23 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 7,907
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Live Oak, Calais, & Olive
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.5
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
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
46 36
62 5/26/2021

SouthboundNorthbound

Yes
No
Consistent posting with adjacent segment justified reduction of 85th by 5 MPH Result JUSTIFIED
B - 2Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Olive St to Los Angeles St
Segment #: 3
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 18
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 39 39
Northbound Southbound
5/26/2021
85th Percentile Speed: 45 43
10 MPH Pace (Minimum): 35 34
Percent in Pace: 68 76
Mid-Block Collision Rate Per Million Vehicle Miles: 0.82 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 11,607
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Olive, Ohio, & Los Angeles Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential/School
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
43 34
72 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent by 85th percentile
Result NO CHANGE
B - 3Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Los Angeles St to Ramona Blvd
Segment #: 4
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 14
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 37
Northbound Southbound
5/26/2021
85th Percentile Speed: 39 42
10 MPH Pace (Minimum): 31 33
Percent in Pace: 79 72
Mid-Block Collision Rate Per Million Vehicle Miles: 1.16 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 12,844
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Los Angeles, Clark, & Ramona. Signalized PED XING at midblock.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.43
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Residential Residential
40 Community Center and Library at this segment.

PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 31
75 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 4Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Ramona Blvd to Merced Ave
Segment #: 5
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 36
Northbound Southbound
5/26/2021
85th Percentile Speed: 40 42
10 MPH Pace (Minimum): 32 31
Percent in Pace: 72 67
Mid-Block Collision Rate Per Million Vehicle Miles: 0.91 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 14,529
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Ramona, Sterling, Stewart, and Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.55
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/Commercial
40 Horizontal curve from La Rica to Ramona. Bus route at segment.

PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 31
69 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 5Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Merced Ave to Francisquito Ave
Segment #: 6
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 9
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 40 38
Northbound Southbound
5/26/2021
85th Percentile Speed: 44 43
10 MPH Pace (Minimum): 35 35
Percent in Pace: 73 64
Mid-Block Collision Rate Per Million Vehicle Miles: 0.62 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 17,775
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Merced, Foster, & Francisquito Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.66
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 40 Bus Route
PART IV: Additional Remarks
Posted Speed Limit 40 40
39 Combined
44 35
69 5/26/2021

SouthboundNorthbound

Yes
No
Consistent posting with adjacent segment justified reduction of 85th by 5 MPH Result JUSTIFIED
B - 6Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: Francisquito Ave to I-10
Segment #: 7
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 17
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 27 31
Northbound Southbound
5/26/2021
85th Percentile Speed: 39 38
10 MPH Pace (Minimum): 23 25
Percent in Pace: 58 68
Mid-Block Collision Rate Per Million Vehicle Miles: 2.08 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 21,948
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Francisquito,Tracy, and the I-10 Interchange Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.34
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
40 Shopping Center at Segment. A portion of the segment becomes a 4-Lane Un-divided.

PART IV: Additional Remarks
Posted Speed Limit 40 40
30 Combined
38 24
62 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 7Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Baldwin Park Blvd
Segment: I-10 to South City Limit
Segment #: 8
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 9
Mid-Block Collisions: 10
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 32 31
Northbound Southbound
5/26/2021
85th Percentile Speed: 38 36
10 MPH Pace (Minimum): 26 26
Percent in Pace: 68 78
Mid-Block Collision Rate Per Million Vehicle Miles: 0.99 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 25,696
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Dalewood & Bess
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
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
40 A portion of the segment is 4-lane un-divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
31 Combined
37 26
73 5/26/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 8Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Bess Ave
Segment: I-10 to Baldwin Park Blvd
Segment #: 9
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 26 26
Northbound Southbound
6/2/2021
85th Percentile Speed: 32 30
10 MPH Pace (Minimum): 22 23
Percent in Pace: 70 90
Mid-Block Collision Rate Per Million Vehicle Miles: 1.56 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 7,337
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Baldwin Park. Stop Control ad Judith, Leorita, and Frazier.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.32
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
30 At a medical Center
PART IV: Additional Remarks
Posted Speed Limit 30 30
26 Combined
31 22
80 6/2/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 9Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Bess Ave
Segment: Syracuse Ave to Frazier St
Segment #: 10
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 11
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 25 26
Northbound Southbound
6/2/2021
85th Percentile Speed: 30 30
10 MPH Pace (Minimum): 20 20
Percent in Pace: 67 79
Mid-Block Collision Rate Per Million Vehicle Miles: 6.14 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,411
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop Control at Athol, Barnes, Frazier and Syracuse Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential/School
25 Within School Zone
PART IV: Additional Remarks
Posted Speed Limit 25 25
26 Combined
30 20
74 6/2/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352(b)(1) Result JUSTIFIED
B - 10Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Big Dalton Ave
Segment: Pacific Ave. to I-10
Segment #: 11
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 32 30
Northbound Southbound
5/27/2021
85th Percentile Speed: 39 39
10 MPH Pace (Minimum): 30 26
Percent in Pace: 48 50
Mid-Block Collision Rate Per Million Vehicle Miles: 1.90 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,361
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Pacific. Stop control at Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1
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
25 PART IV: Additional Remarks
Posted Speed Limit 25 25
31 Combined
39 29
46 5/27/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Result JUSTIFIED
B - 11Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Center St
Segment: Olive St to Los Angeles St
Segment #: 12
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 1/3/2019 through 1/3/2022
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 2/15/2022
50th Percentile Speed: 29 31
Northbound Southbound
2/15/2022
85th Percentile Speed: 32 35
10 MPH Pace (Minimum): 25 25
Percent in Pace: 82 74
Mid-Block Collision Rate Per Million Vehicle Miles: 2.15 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 2/15/2022
Average Daily Traffic (ADT): 1,769
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Los Angeles
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: 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: No Yes
Adjacent Land Use: Residential/School Residential
30 School Zone
PART IV: Additional Remarks
Posted Speed Limit 30 30
30 Combined
34 25
78 2/15/2022

SouthboundNorthbound

No
No
Uncontrolled crosswalk and high calculated collision rate of 2.15 justify round down of 85th percentile speed Result JUSTIFIED
B - 12Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Center St
Segment: Los Angeles St. to Ramona Blvd
Segment #: 13
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 1/3/2019 through 1/3/2022
Number of Months Observed: 36
Intersection Collisions: 0
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 2/15/2022
50th Percentile Speed: 29 30
Northbound Southbound
2/15/2022
85th Percentile Speed: 32 33
10 MPH Pace (Minimum): 24 25
Percent in Pace: 83 83
Mid-Block Collision Rate Per Million Vehicle Miles: 3.04 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 2/15/2022
Average Daily Traffic (ADT): 923
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Los Angeles. Stop control at Palm & Ramona Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: 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
30 No centerline striping
PART IV: Additional Remarks
Posted Speed Limit 30 30
29 Combined
33 25
83 2/15/2022

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 13Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Commerce Dr.

Segment: Rivergrade Rd to Live Oak Ave
Segment #: 14
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 0
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 30 32
Northbound Southbound
6/3/2021
85th Percentile Speed: 35 38
10 MPH Pace (Minimum): 25 27
Percent in Pace: 75 70
Mid-Block Collision Rate Per Million Vehicle Miles: 0.97 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 1,545
Lane Configuration: 2-Lane Divided
Traffic Controls: Stop Control at Rivergrade and Live Oak. Signalized pedestrian crossing at midblock.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: No No
Length of Segment (Miles): 0.61
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
31 Combined
37 27
69 6/3/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 14Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Francisquito Ave
Segment: Ramona Blvd to Frazier St
Segment #: 15
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 1/3/2019 through 1/3/2022
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 2/15/2022
50th Percentile Speed: 34 35
Northbound Southbound
2/15/2022
85th Percentile Speed: 42 39
10 MPH Pace (Minimum): 28 30
Percent in Pace: 63 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.25 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 2/15/2022
Average Daily Traffic (ADT): 10,683
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Ramona & Frazier
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
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 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
34 Combined
41 29
67 2/15/2022

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 15Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Francisquito Ave
Segment: Frazier St to Baldwin Park Blvd
Segment #: 16
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 10
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 35 36
Northbound Southbound
5/25/2021
85th Percentile Speed: 41 40
10 MPH Pace (Minimum): 32 31
Percent in Pace: 72 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.31 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 14,339
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Fraziers and Baldwin Park
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.34
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: School/Commercial Residential/Commercial 35 School Zone
PART IV: Additional Remarks
Posted Speed Limit 35 35
36 Combined
40 30
72 5/25/2021

SouthboundNorthbound

No
No
Two (2) uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 16Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Francisquito Ave
Segment: Baldwin Park Blvd to South City Limit
Segment #: 17
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 31
Mid-Block Collisions: 34
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 31 30
Northbound Southbound
5/25/2021
85th Percentile Speed: 34 34
10 MPH Pace (Minimum): 25 26
Percent in Pace: 89 86
Mid-Block Collision Rate Per Million Vehicle Miles: 2.22 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 26,371
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Baldwin Park, Maine, Garvey, Vineland, & Dalewood Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.53
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 35 A portion is 4-Lane Un-divided. A railroad and bus route present.

PART IV: Additional Remarks
Posted Speed Limit 35 35
30 Combined
34 25
86 5/25/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 17Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Frazier St
Segment: Bess Ave to Francisquito Ave.

Segment #: 18
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 10
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 31 35
Northbound Southbound
6/2/2021
85th Percentile Speed: 36 40
10 MPH Pace (Minimum): 27 32
Percent in Pace: 70 64
Mid-Block Collision Rate Per Million Vehicle Miles: 1.64 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 5,500
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Francisquito. Stop Control at Waco, Fairgrove, and Bess.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.71
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/School Residential
35 School Zone
PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 29
65 6/2/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 18Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Harlan Ave
Segment: Los Angeles St. to Ramona Blvd
Segment #: 19
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 32 33
Northbound Southbound
6/2/2021
85th Percentile Speed: 37 39
10 MPH Pace (Minimum): 28 28
Percent in Pace: 79 68
Mid-Block Collision Rate Per Million Vehicle Miles: 1.08 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,510
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop Control at Los Angeles & Palm. Signals at Ramona.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.72
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
25 PART IV: Additional Remarks
Posted Speed Limit 25 25
33 Combined
37 28
74 6/2/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352(b)(1).

Result JUSTIFIED
B - 19Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Live Oak Ave
Segment: Rivergrade Rd to Baldwin Park Blvd
Segment #: 20
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 10
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 38 37
Eastbound Westbound
5/26/2021
85th Percentile Speed: 44 41
10 MPH Pace (Minimum): 32 32
Percent in Pace: 72 82
Mid-Block Collision Rate Per Million Vehicle Miles: 0.58 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 25,483
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Rivergrade, Stewart, & Baldwin Park Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.55
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
45 A portion of the segment is a 5-Lane Divided
PART IV: Additional Remarks
Posted Speed Limit 45 45
37 Combined
43 32
77 5/26/2021

WestboundEastbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 20Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Los Angeles St.

Segment: West City Limit to Center St
Segment #: 21
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 38 36
Eastbound Westbound
5/27/2021
85th Percentile Speed: 44 40
10 MPH Pace (Minimum): 33 32
Percent in Pace: 65 78
Mid-Block Collision Rate Per Million Vehicle Miles: 1.04 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 19,604
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Littlejohn, Hornbrook, & Center Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
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
40 A portion is 4-Lane Divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
37 Combined
43 33
70 5/27/2021

WestboundEastbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 21Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Los Angeles St.

Segment: Center St to Maine Ave
Segment #: 22
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 30
Mid-Block Collisions: 16
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 34 35
Eastbound Westbound
5/27/2021
85th Percentile Speed: 39 38
10 MPH Pace (Minimum): 28 30
Percent in Pace: 76 84
Mid-Block Collision Rate Per Million Vehicle Miles: 1.02 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 14,269
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Center, Walnut, Merced, Bressee, Stewart, La Rica, Baldwin Park, and Maine
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 1
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 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
35 Combined
39 29
79 5/27/2021

WestboundEastbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 22Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Los Angeles St.

Segment: Maine Ave to East City Limit
Segment #: 23
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 37 35
Eastbound Westbound
5/27/2021
85th Percentile Speed: 41 40
10 MPH Pace (Minimum): 33 31
Percent in Pace: 72 75
Mid-Block Collision Rate Per Million Vehicle Miles: 0.77 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 9,066
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Los Angeles. Stop control at Phelan Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.39
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 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 32
71 5/27/2021

WestboundEastbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 23Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Arrow Hwy to Olive St
Segment #: 24
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 33 34
Northbound Southbound
5/25/2021
85th Percentile Speed: 36 39
10 MPH Pace (Minimum): 29 29
Percent in Pace: 80 64
Mid-Block Collision Rate Per Million Vehicle Miles: 1.17 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 7,966
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Arrow & Olive.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.49
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 29
72 5/25/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 24Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Olive St to Los Angeles St.

Segment #: 25
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 9
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 29 29
Northbound Southbound
5/25/2021
85th Percentile Speed: 33 33
10 MPH Pace (Minimum): 25 25
Percent in Pace: 89 89
Mid-Block Collision Rate Per Million Vehicle Miles: 1.48 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 11,302
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Olive, Ohio/Hallwood, & Los Angeles Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.49
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
29 Combined
33 25
89 5/25/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 25Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Los Angeles St. to Ramona Blvd
Segment #: 26
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 12
Mid-Block Collisions: 15
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 29 28
Northbound Southbound
5/25/2021
85th Percentile Speed: 33 31
10 MPH Pace (Minimum): 26 24
Percent in Pace: 85 89
Mid-Block Collision Rate Per Million Vehicle Miles: 2.57 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 14,824
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Los Angeles, Clark, Palmrose, Park Plaza, & Ramona Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
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
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
28 Combined
32 25
84 5/25/2021

SouthboundNorthbound

No
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 26Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Pacific Ave to Merced Ave.

Segment #: 27
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 11
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 34 33
Northbound Southbound
5/25/2021
85th Percentile Speed: 37 38
10 MPH Pace (Minimum): 28 28
Percent in Pace: 80 64
Mid-Block Collision Rate Per Million Vehicle Miles: 1.76 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 3,564
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Pacific. Stop Control at Merced,& La Rica/Macdevitt Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.73
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 28
72 5/25/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 27Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Maine Ave
Segment: Merced Ave. to Francisquito Ave.

Segment #: 28
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 32 33
Northbound Southbound
5/25/2021
85th Percentile Speed: 36 38
10 MPH Pace (Minimum): 27 30
Percent in Pace: 78 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.42 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 5,663
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Merced & Francisquito. Stop Control at Foster Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.68
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/School Residential
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
32 Combined
37 28
74 5/25/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 28Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Olive St to Los Angeles St
Segment #: 29
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 1/3/2019 through 1/3/2022
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 2/15/2022
50th Percentile Speed: 34 35
Northbound Southbound
2/15/2022
85th Percentile Speed: 37 38
10 MPH Pace (Minimum): 29 31
Percent in Pace: 91 94
Mid-Block Collision Rate Per Million Vehicle Miles: 2.87 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 2/15/2022
Average Daily Traffic (ADT): 3,822
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Los Angeles & Olive
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
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: No Yes
Adjacent Land Use: Residential/Commercial Residential
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
34 Combined
37 30
92 2/15/2022

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 29Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Los Angeles St. to Ramona Blvd
Segment #: 30
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 33 33
Northbound Southbound
6/1/2021
85th Percentile Speed: 37 38
10 MPH Pace (Minimum): 28 27
Percent in Pace: 77 78
Mid-Block Collision Rate Per Million Vehicle Miles: 0.21 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 7,133
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Los Angeles and Ramona. Stop Control at Palm Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.6
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential Residential/School
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
37 27
77 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 30Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Ramona Blvd to Baldwin Park Blvd
Segment #: 31
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 33 33
Northbound Southbound
6/1/2021
85th Percentile Speed: 37 39
10 MPH Pace (Minimum): 29 27
Percent in Pace: 79 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.50 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 8,452
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Ramona & Baldwin Park
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
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
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
33 Combined
38 29
75 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 31Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Baldwin Park Blvd to Vineland Ave
Segment #: 32
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 21
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 31 29
Northbound Southbound
6/1/2021
85th Percentile Speed: 36 33
10 MPH Pace (Minimum): 27 24
Percent in Pace: 76 84
Mid-Block Collision Rate Per Million Vehicle Miles: 1.35 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 13,176
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Baldwin Park, Ahern, & Vineland. Stop Control at Maine.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential/Commerical/School 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
30 Combined
35 24
75 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 32Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Merced Ave.

Segment: Vineland Ave to Puente Ave
Segment #: 33
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 32 30
Northbound Southbound
6/1/2021
85th Percentile Speed: 36 36
10 MPH Pace (Minimum): 28 25
Percent in Pace: 83 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.76 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 12,216
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Vineland, Market Place, & Puente. Stop Control at Big Dalton.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.34
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 35 PART IV: Additional Remarks
Posted Speed Limit 35 35
31 Combined
36 28
75 6/1/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 33Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Olive St
Segment: West City Limit to Baldwin Park Blvd
Segment #: 34
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 1/3/2019 through 1/3/2022
Number of Months Observed: 36
Intersection Collisions: 11
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 2/15/2022
50th Percentile Speed: 30 30
Eastbound Westbound
2/15/2022
85th Percentile Speed: 35 37
10 MPH Pace (Minimum): 26 26
Percent in Pace: 76 70
Mid-Block Collision Rate Per Million Vehicle Miles: 0.60 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 2/15/2022
Average Daily Traffic (ADT): 4,147
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Baldwin Park. Stop control at Stewart, Merced & and Center
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.73
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/School
30 PART IV: Additional Remarks
Posted Speed Limit 30 30
30 Combined
36 26
73 2/15/2022

WestboundEastbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile speed by 5 MPH Result JUSTIFIED
B - 34Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Olive St
Segment: Baldwin Park Blvd to East City Limit
Segment #: 35
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 1/3/2019 through 1/3/2022
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 8
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 2/15/2022
50th Percentile Speed: 28 31
Eastbound Westbound
2/15/2022
85th Percentile Speed: 31 35
10 MPH Pace (Minimum): 25 26
Percent in Pace: 85 78
Mid-Block Collision Rate Per Million Vehicle Miles: 0.87 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 2/15/2022
Average Daily Traffic (ADT): 6,864
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Olive and Azusa Canyon. Stop Control at Phelan Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1.23
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 30 A portion of the segment is 2-Lane Un-divided
PART IV: Additional Remarks
Posted Speed Limit 30 30
29 Combined
34 25
81 2/15/2022

WestboundEastbound

No
No
Consistent with adjacent roadway segment justify round down of 85th by 5 MPH Result JUSTIFIED
B - 35Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Pacific Ave
Segment: Ramona Blvd to Big Dalton Ave
Segment #: 36
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 11
Mid-Block Collisions: 19
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 33 32
Northbound Southbound
5/27/2021
85th Percentile Speed: 37 38
10 MPH Pace (Minimum): 28 28
Percent in Pace: 84 78
Mid-Block Collision Rate Per Million Vehicle Miles: 2.25 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 17,905
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Downey, Big Dalton, & Vineland Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.43
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 35 Railaroad at segment
PART IV: Additional Remarks
Posted Speed Limit 40 40
33 Combined
37 28
81 5/27/2021

SouthboundNorthbound

No
Yes
A new lane configuration with bike lanes has reduced the 85 percentile speed. Justifies lowering posted speed by 5 MPH Result DECREASED
B - 36Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Pacific Ave
Segment: Big Dalton Ave to South City Limit
Segment #: 37
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 7
Mid-Block Collisions: 10
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 33 31
Northbound Southbound
5/27/2021
85th Percentile Speed: 37 35
10 MPH Pace (Minimum): 28 26
Percent in Pace: 81 85
Mid-Block Collision Rate Per Million Vehicle Miles: 1.36 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 18,588
Lane Configuration: 2-Lane Divided
Traffic Controls: Signals at Big Dalton & Puente
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.36
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 35 PART IV: Additional Remarks
Posted Speed Limit 40 40
32 Combined
36 27
82 5/27/2021

SouthboundNorthbound

No
Yes
A new lane configuration with bike lanes has reduced the 85 percentile speed. Justifies lowering posted speed by 5 MPH Result DECREASED
B - 37Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Puente Ave.

Segment: South City Limit to Merced Ave.

Segment #: 38
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 12
Mid-Block Collisions: 23
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 37 36
Northbound Southbound
5/27/2021
85th Percentile Speed: 44 40
10 MPH Pace (Minimum): 33 31
Percent in Pace: 63 77
Mid-Block Collision Rate Per Million Vehicle Miles: 1.10 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 25,191
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Francisquito, Dalewood, & Merced Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.76
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 40 A portion of the segment is 4-Lane Un-Divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
37 Combined
43 33
67 5/27/2021

SouthboundNorthbound

Yes
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 38Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Puente Ave.

Segment: Merced Ave. to Root St
Segment #: 39
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 6
Mid-Block Collisions: 20
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 37 37
Northbound Southbound
5/27/2021
85th Percentile Speed: 42 41
10 MPH Pace (Minimum): 32 32
Percent in Pace: 68 73
Mid-Block Collision Rate Per Million Vehicle Miles: 1.74 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 12,031
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Merced, Town Center, & Pacific. Stop control at Root.

Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.87
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 40 A portion of the segment is 4-Lane Divided
PART IV: Additional Remarks
Posted Speed Limit 40 40
37 Combined
42 32
71 5/27/2021

SouthboundNorthbound

No
No
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 39Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Puente Ave.

Segment: Root St to Ramona Blvd
Segment #: 40
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 30 30
Northbound Southbound
5/27/2021
85th Percentile Speed: 35 35
10 MPH Pace (Minimum): 26 26
Percent in Pace: 76 75
Mid-Block Collision Rate Per Million Vehicle Miles: 2.23 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 4,815
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Puente & Ramona.

Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
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: No Yes
Adjacent Land Use: Residential/School/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
30 Combined
35 26
75 5/27/2021

SouthboundNorthbound

No
No
Two (2) uncontrolled crosswalks justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 40Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: I-605 to Francisquito Ave.

Segment #: 41
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 9
Mid-Block Collisions: 13
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 36 36
Northbound Southbound
5/25/2021
85th Percentile Speed: 40 40
10 MPH Pace (Minimum): 31 31
Percent in Pace: 82 81
Mid-Block Collision Rate Per Million Vehicle Miles: 0.61 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 27,738
Lane Configuration: 4-Lane Divided
Traffic Controls: Two Signals at I-605. Signals at Syracuse/Schabarum, Barnes/Durbin, & Francisquito
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.7
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial/Residential Commercial
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
40 31
81 5/25/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 41Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Francisquito Ave. to Merced Ave.

Segment #: 42
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 18
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/25/2021
50th Percentile Speed: 37 36
Northbound Southbound
5/25/2021
85th Percentile Speed: 41 44
10 MPH Pace (Minimum): 32 34
Percent in Pace: 76 64
Mid-Block Collision Rate Per Million Vehicle Miles: 0.84 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 20,438
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Merced, Monterey, Foster, Earl, & Francisquito Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: Yes No
Length of Segment (Miles): 0.96
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 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
43 33
69 5/25/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 42Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Merced Ave. to Baldwin Park Blvd
Segment #: 43
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 11
Mid-Block Collisions: 12
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 35
Northbound Southbound
5/26/2021
85th Percentile Speed: 39 39
10 MPH Pace (Minimum): 31 30
Percent in Pace: 82 83
Mid-Block Collision Rate Per Million Vehicle Miles: 1.00 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 24,456
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Merced, Baldwin Park, La Rica & Stewart Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.45
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 40 PART IV: Additional Remarks
Posted Speed Limit 40 40
35 Combined
39 30
82 5/26/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 43Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Baldwin Park Blvd to Badillo St
Segment #: 44
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 18
Mid-Block Collisions: 12
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 28 28
Northbound Southbound
5/26/2021
85th Percentile Speed: 33 33
10 MPH Pace (Minimum): 23 24
Percent in Pace: 77 87
Mid-Block Collision Rate Per Million Vehicle Miles: 1.03 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 19,038
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Maine, Baldwin Park, Cesar Chavez, Bogart, Downing, & Badillo
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: Yes
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.56
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: No No
Street Lighting: Yes Yes
Adjacent Land Use: Commercial/Residential Commercial
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
28 Combined
33 23
80 5/26/2021

SouthboundNorthbound

Yes
Yes
Existing limit consistent with 85th percentile
Result NO CHANGE
B - 44Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Ramona Blvd
Segment: Badillo St to East City Limit
Segment #: 45
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 35 35
Northbound Southbound
5/26/2021
85th Percentile Speed: 42 41
10 MPH Pace (Minimum): 31 30
Percent in Pace: 63 72
Mid-Block Collision Rate Per Million Vehicle Miles: 1.17 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 6/2/2021
Average Daily Traffic (ADT): 5,576
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Signals at Badillo & Puente
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.42
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Good Good
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes Yes
Adjacent Land Use: Commercial Commercial
35 PART IV: Additional Remarks
Posted Speed Limit 35 35
35 Combined
42 31
67 5/26/2021

SouthboundNorthbound

Yes
No
Consistent with adjacent roadway segment justifies reduction of 85th by 5 MPH Result JUSTIFIED
B - 45Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Rivergrade Rd
Segment: Brooks Dr to Live Oak Ave
Segment #: 46
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 0
Mid-Block Collisions: 1
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/26/2021
50th Percentile Speed: 43 44
Northbound Southbound
5/26/2021
85th Percentile Speed: 51 49
10 MPH Pace (Minimum): 37 36
Percent in Pace: 55 60
Mid-Block Collision Rate Per Million Vehicle Miles: 0.12 Expected Mid-Block Collision Rate: 1.19
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 10,542
Lane Configuration: 4-Lane Divided
Traffic Controls: Signals at Brooks & Live Oak
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: Yes
On-Street Parking: No No
Length of Segment (Miles): 0.74
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Good Good
Sidewalks: No No
Driveways: Yes No
Street Lighting: Yes Yes
Adjacent Land Use: Commercial San Gabriel River
45 PART IV: Additional Remarks
Posted Speed Limit 45 45
44 Combined
51 37
56 5/26/2021

SouthboundNorthbound

Yes
No
Segment is within a business district justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 46Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Root St
Segment: Puente St to East City Limit
Segment #: 47
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 3
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 5/27/2021
50th Percentile Speed: 36 36
Eastbound Westbound
5/27/2021
85th Percentile Speed: 40 41
10 MPH Pace (Minimum): 31 32
Percent in Pace: 86 77
Mid-Block Collision Rate Per Million Vehicle Miles: 1.35 Expected Mid-Block Collision Rate: 1.13
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 6,146
Lane Configuration: 4-Lane Un-divided
Traffic Controls: Stop Control at Puente
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
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: Residential Residential
40 PART IV: Additional Remarks
Posted Speed Limit 40 40
36 Combined
41 32
81 5/27/2021

WestboundEastbound

No
No
Existing limit supported by 85th percentile
Result NO CHANGE
B - 47Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Stewart Ave
Segment: Live Oak Ave to Olive St
Segment #: 48
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 5
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 30 33
Northbound Southbound
6/3/2021
85th Percentile Speed: 35 38
10 MPH Pace (Minimum): 25 29
Percent in Pace: 71 61
Mid-Block Collision Rate Per Million Vehicle Miles: 1.92 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 3,971
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Live Oak. Stop Control at Olive Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
31 Combined
37 28
61 6/3/2021

SouthboundNorthbound

No
No
Poor driveway visibility justfies reduction from 85th percentile by 5 MPH Result JUSTIFIED
B - 48Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Stewart Ave
Segment: Olive St to Los Angeles St
Segment #: 49
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 28 28
Northbound Southbound
6/3/2021
85th Percentile Speed: 32 35
10 MPH Pace (Minimum): 23 22
Percent in Pace: 75 61
Mid-Block Collision Rate Per Million Vehicle Miles: 3.38 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 2,254
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Los Angeles. Stop Control at Olive Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.48
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential Residential
30 PART IV: Additional Remarks
Posted Speed Limit 30 30
28 Combined
34 22
67 6/3/2021

SouthboundNorthbound

No
No
Poor driveway visibility justfies reduction from 85th percentile by 5 MPH Result JUSTIFIED
B - 49Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Stewart Ave
Segment: Los Angeles St to Ramona Blvd
Segment #: 50
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 28 28
Northbound Southbound
6/3/2021
85th Percentile Speed: 33 32
10 MPH Pace (Minimum): 25 24
Percent in Pace: 69 78
Mid-Block Collision Rate Per Million Vehicle Miles: 3.12 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/25/2021
Average Daily Traffic (ADT): 2,255
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Los Angles & Ramona. Stop Control at Palm Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.52
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: No Yes
Adjacent Land Use: Residential/Commercial Residential
30 PART IV: Additional Remarks
Posted Speed Limit 30 30
28 Combined
33 24
73 6/3/2021

SouthboundNorthbound

No
No
Existing limit supported by 85th percentile
Result NO CHANGE
B - 50Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Syracuse Ave
Segment: Bess Ave to Ramona Blvd
Segment #: 51
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 6
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/2/2021
50th Percentile Speed: 28 29
Northbound Southbound
6/2/2021
85th Percentile Speed: 34 37
10 MPH Pace (Minimum): 25 24
Percent in Pace: 73 66
Mid-Block Collision Rate Per Million Vehicle Miles: 2.99 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,745
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Ramona. Stop Control at Bess Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.49
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 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
29 Combined
35 25
69 6/2/2021

SouthboundNorthbound

No
No
Two (2) uncontrolled crosswalks justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 51Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Vineland Ave
Segment: South City Limit to Merced Ave.

Segment #: 52
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 1/3/2019 through 1/3/2022
Number of Months Observed: 36
Intersection Collisions: 15
Mid-Block Collisions: 9
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 2/15/2022
50th Percentile Speed: 29 30
Northbound Southbound
2/15/2022
85th Percentile Speed: 33 35
10 MPH Pace (Minimum): 25 26
Percent in Pace: 91 80
Mid-Block Collision Rate Per Million Vehicle Miles: 1.44 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 2/15/2022
Average Daily Traffic (ADT): 6,287
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Francisquito & Merced. Stop Control at Garvey Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.91
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Poor Poor
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
29 Combined
34 25
84 2/15/2022

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies round down of 85th percentile by 5 MPH Result JUSTIFIED
B - 52Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Vineland Ave
Segment: Merced Ave. to Pacific Ave
Segment #: 53
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 1
Mid-Block Collisions: 5
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/1/2021
50th Percentile Speed: 34 33
Northbound Southbound
6/1/2021
85th Percentile Speed: 38 37
10 MPH Pace (Minimum): 28 28
Percent in Pace: 78 77
Mid-Block Collision Rate Per Million Vehicle Miles: 1.48 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 4,609
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Merced & Pacific
Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.67
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential/Commercial Residential/Commercial 30 PART IV: Additional Remarks
Posted Speed Limit 30 30
33 Combined
37 28
78 6/1/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 53Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Vineland Ave
Segment: Pacific Ave to Badillo 5t
Segment #: 54
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 2
Mid-Block Collisions: 7
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 31 30
Northbound Southbound
6/3/2021
85th Percentile Speed: 37 35
10 MPH Pace (Minimum): 28 25
Percent in Pace: 66 74
Mid-Block Collision Rate Per Million Vehicle Miles: 4.42 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 5/27/2021
Average Daily Traffic (ADT): 3,524
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Pacific. Stop Control at Badillo Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.41
Verticle Curves: No
Horizontal Curves: No
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Residential Residential
30 PART IV: Additional Remarks
Posted Speed Limit 30 30
30 Combined
36 27
67 6/3/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 54Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Bogart Ave
Segment: Pacific Ave to Ramona Blvd
Segment #: 55
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 3
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/9/2021
50th Percentile Speed: 25 25
Northbound Southbound
6/9/2021
85th Percentile Speed: 34 30
10 MPH Pace (Minimum): 21 20
Percent in Pace: 64 76
Mid-Block Collision Rate Per Million Vehicle Miles: 7.60 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 1,202
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signal at Bogart. Stop Control at Pacific Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 0.2
Verticle Curves: No
Horizontal Curves: Yes
Lateral Visibility: Fair Fair
Sidewalks: Yes Yes
Driveways: Yes Yes
Street Lighting: Yes No
Adjacent Land Use: Metrolink/Commercial Commercial
25 PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
25 Combined
31 20
70 6/9/2021

SouthboundNorthbound

No
No
Uncontrolled crosswalk and segment is within a business district justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 55Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Downing Ave
Segment: Pacific Ave to Ramona Blvd
Segment #: 56
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 7
Mid-Block Collisions: 2
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 27 25
Northbound Southbound
6/3/2021
85th Percentile Speed: 35 33
10 MPH Pace (Minimum): 22 20
Percent in Pace: 55 59
Mid-Block Collision Rate Per Million Vehicle Miles: 4.65 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 1,571
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Ramona & Pacific
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
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 No
Street Lighting: Yes No
Adjacent Land Use: Residential Metrolink
25 Bus Route
PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
26 Combined
34 20
57 6/3/2021

SouthboundNorthbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Result JUSTIFIED
B - 56Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Frazier St/Dalewood St
Segment: Judith St to Baldwin Park Blvd
Segment #: 57
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 8
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 27 28
Eastbound Westbound
6/3/2021
85th Percentile Speed: 32 32
10 MPH Pace (Minimum): 22 24
Percent in Pace: 79 86
Mid-Block Collision Rate Per Million Vehicle Miles: 1.20 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 5,983
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Signals at Dalewood & Judith
Uncontrolled Crosswalks: No
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: No No
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 No
Adjacent Land Use: Residential/Commercial I-10/Commercial 25 PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
28 Combined
32 22
80 6/3/2021

WestboundEastbound

No
No
Segment is within a business district justifies reduction of 85th percentile by 5 MPH Result JUSTIFIED
B - 57Prepared by: Infrastructure Engineers
Engineering and Traffic Survey
(CVC Section 627)
Street: Garvey Ave
Segment: Syracuse Ave to Tracy St
Segment #: 58
Prepared By: Brenda Corona Checked By: Steve Hilton, T.E.

Time Period Covered: 4/24/2018 through 4/24/2021
Number of Months Observed: 36
Intersection Collisions: 4
Mid-Block Collisions: 4
PART V: Recommended Speed Limit: MPH. Justification Listed Below PART I: Pevailing Speed Measurement
PARTI I: Collision Records
PART III: Highway, Traffic and Roadside Characteristics Date of Survey: 6/3/2021
50th Percentile Speed: 26 25
Eastbound Westbound
6/3/2021
85th Percentile Speed: 33 30
10 MPH Pace (Minimum): 21 21
Percent in Pace: 72 79
Mid-Block Collision Rate Per Million Vehicle Miles: 1.32 Expected Mid-Block Collision Rate: 0.96
Date of Observation: 6/9/2021
Average Daily Traffic (ADT): 2,380
Lane Configuration: 2-Lane Un-divided
Traffic Controls: Stop control at Tracy, Frazier, & Bess Uncontrolled Crosswalks: Yes
Pedestrian/Bicycles: No
Truck Traffic: No
On-Street Parking: Yes Yes
Length of Segment (Miles): 1.16
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/I-10 Residential/Commercial 25 On-street parking allowed from Fairgrove to Tracy.

PART IV: Additional Remarks
Posted Speed Limit Not Posted Not Posted
26 Combined
31 21
75 6/3/2021

WestboundEastbound

No
No
Segment is within a residence district with an existing speed limit prima facia 25 MPH CVC 22352 (b)(1) Result JUSTIFIED
B - 58Prepared by: Infrastructure Engineers
City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

C

Appendix “C”
Collision Data

SWITRS Intersection versus Mid-Block Summary6/17/2021
Collisions Reported Between 4/24/2018 and 4/24/2021Based on information reported by the State Wide Integrated Traffic Reporting System.Report Printed on:City of Baldwin ParkIntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotal100TH ST and BRESEE AV1111100TH ST and OLIVE ST1101ADOUE PL and ADOUE PL1101AHERN DR and EDISON POLE 215959E1111AHERN DR and MERCED AV2221AHERN DR and MOSSBERG ST1111ALDERSON AV and CLARK ST1101AMAR RD and FRAZIER ST1111ARROW HWY and AZUSA CANYON RD1101ARROW HWY and HEINTZ ST1111ATHOL ST and BESS AV21121ATHOL ST and COSBEY AV1111ATHOL ST and EDISON P0LE1111ATHOL ST and EGIL AV1101ATHOL ST and FORTIN ST1111ATHOL ST and FRANCISQUITO AV21111ATHOL ST and FRAZIER ST1111AZUSA CANYON RD and ARROW HWY1111AZUSA CANYON RD and EDISON POLE 1942420E1111BADILLO ST and BADILLO ST32111BADILLO ST and EDISON POLE 1470350E1101BADILLO ST and PUENTE AV521241BADILLO ST and RAMONA BL21111BADILLO ST and VINELAND AV21111BALDWIN ALY and RAMONA BL1111BALDWIN PARK BL and BALDWIN PARK BL31211BALDWIN PARK BL and BESS AV852161BALDWIN PARK BL and BRESEE AV1101BALDWIN PARK BL and CLARK ST51411BALDWIN PARK BL and DALEWOOD ST1117341BALDWIN PARK BL and EDISON POLE 1739553E1111BALDWIN PARK BL and EDISON POLE 1739561E1111BALDWIN PARK BL and EDISON POLE 1739563E1111BALDWIN PARK BL and EDISON POLE 4167801E1111BALDWIN PARK BL and EDISON POLE 4458805E1111BALDWIN PARK BL and EDISON POLE 64125Y1111BALDWIN PARK BL and EDISON POLE E62603Y1111 Page 1 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalBALDWIN PARK BL and EDISON POLE E6262341111BALDWIN PARK BL and EDISON POLE E64145Y1111BALDWIN PARK BL and EDISON POLE E64152Y1111BALDWIN PARK BL and FORTIN ST1035251BALDWIN PARK BL and FRANCISQUITO AV723241BALDWIN PARK BL and GARVEY AV1111BALDWIN PARK BL and JOANBRIDGE ST1111BALDWIN PARK BL and KENMORE AV311121BALDWIN PARK BL and LA RICA AV522131BALDWIN PARK BL and LOS ANGELES ST1027131BALDWIN PARK BL and MERCED AV31221BALDWIN PARK BL and MONTEREY AV1111BALDWIN PARK BL and OHIO ST1101BALDWIN PARK BL and OLIVE ST86221BALDWIN PARK BL and PARK SHADOW CT1111BALDWIN PARK BL and RAMONA BL115651BALDWIN PARK BL and REXWOOD AV1111BALDWIN PARK BL and ROCHENBACH ST1111BALDWIN PARK BL and SHADYLAWN PL1111BALDWIN PARK BL and STERLING WY2221BALDWIN PARK BL and STEWART AV421131BALDWIN PARK BL and TRACY ST183411141BALDWIN PARK TOWNE CTR and GARVEY AV1111BARNES AV and DUTHIE ST1101BARNES AV and FAIRGROVE ST1111BARNES AV and RAMONA BL2221BARNES AV and WALTHAM ST21111BENBOW ST and BRESEE AV1111BENHAM AV and BENHAM AV1101BESS AV and ATHOL ST411231BESS AV and BARNES AV21121BESS AV and BESS AV1101BESS AV and FRAZIER ST1101BESS AV and GARVEY AV21111BESS AV and JUDITH ST21111BESS AV and LEORITA ST3331BESS AV and MANGUM ST4441BESS AV and SYRACUSE AV2221BIG DALTON AV and BIG DALTON AV3301BIG DALTON AV and CHANNING ST31221BIG DALTON AV and CORAK ST1111BIG DALTON AV and EDISON POLE 1739146E1111BIG DALTON AV and EDISON POLE 4447156E1111BIG DALTON AV and MERCED AV311131 Page 2 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalBIG DALTON AV and PACIFIC AV1111BIG DALTON AV and POLE 1559280E1111BIG DALTON AV and SIERRA WY21121BLEECKER ST and JOANBRIDGE ST1111BLEECKER ST and MASLINE ST1111BLEECKER ST and NUBIA ST32131BLENHEIM ST and PATRITTI AV1111BOGART AV and BOGART AV1101BOGART AV and CHILCOT ST1111BOGART AV and CLARK ST1111BOGART AV and LOS ANGELES ST1111BOGART AV and PACIFIC AV21121BOREL ST and NUBIA ST1111BRESEE AV and BENBOW ST1111BRESEE AV and DUNIA ST1111BRESEE AV and EDISON POLE 916923E1111BRESEE AV and ILLINOIS ST1111BRESEE AV and LOS ANGELES ST21111BRESEE AV and MASLINE ST1111BRESEE AV and OLIVE ST1111BRESEE AV and PALM AV1111CALIFORNIA AV and MAINE AV1111CAVETTE PL and BOGART AV1111CENTER ST and BELGATE ST1101CENTER ST and DUNIA ST1101CENTER ST and ELWYN DR1111CENTER ST and LOS ANGELES ST21121CENTER ST and OLIVE ST1111CENTER ST and VALLE VISTA AV1111CENTRAL AV and MILLBURY AV1101CHANNING ST and MILLBURY AV1101CLARK ST and ALDERSON AV1101CLARK ST and ALTA LAKE AV1111CLARK ST and BALDWIN PARK BL1101CLARK ST and BOGART AV1101CLARK ST and CLARK ST1111CLARK ST and DOWNING AV21121CLARK ST and EDISON POLE 200585CG1111CLARK ST and MAINE AV421131CLARK ST and MAUPIN AV32121CLARK ST and PARK SHADOW CT1111CLEARCREST DR and NUBIA ST1111CLEARY DR and PUENTE AV1111CLEARY DR and ROOT ST1101 Page 3 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalCLOVERLEAF DR and PEREZ PL1111CLYDEWOOD ST and BIG DALTON AV1111COMMERCE DR and RIVERGRADE RD1111CORAK ST and ATHOL ST1111CORAK ST and MAINE AV1111COSBEY AV and WACO ST1111DALEWOOD ST and BALDWIN PARK BL1111DALEWOOD ST and EDISON POLE 2218983E1111DALEWOOD ST and EDISON POLE 4647575E21121DALEWOOD ST and EDISON POLE 4821744E1111DALEWOOD ST and FRANCISQUITO AV512231DALEWOOD ST and GARDEN VIEW LN21111DALEWOOD ST and HAMBURGER LN4401DALEWOOD ST and i-101101DALEWOOD ST and LEORITA ST1111DALEWOOD ST and MAINE AV32111DALEWOOD ST and MERCED AV1111DALEWOOD ST and POLE 2218983E1111DALEWOOD ST and PUENTE AV21121DALEWOOD ST and WHITESELL ST1101DART ST and FRAZIER ST1111DEXTER ST and BIG DALTON AV1101DOWNING AV and CHEVALIER AV1111DOWNING AV and PACIFIC AV1111DUTCH ST and MAYLAND AV1111EARL AV and FRAZIER ST1111EDRA AV and EDRA AV1101EGIL AV and MANGUM ST21111ELIZABETH ST and EDISON POLE 1384619E1111ELTON ST and EDISON POLE E2015341111ELTON ST and NUBIA ST21111ELTON ST and OLIVE ST1111EMERY AV and FRAZIER ST1111FAIRGROVE ST and BARNES AV21111FAIRGROVE ST and EDISON POLE 1528287E1111FILHURST AV and LOS ANGELES ST1111FORTIN ST and ATHOL ST1101FORTIN ST and BALDWIN PARK BL21111FORTIN ST and EDISON POLE 241115E1111FORTIN ST and EDISON POLE 26551E1111FORTIN ST and FRAZIER ST2221FORTIN ST and RAMONA BL1101FORTIN ST and SPARLAND ST1111FORTIN ST and VINELAND AV1111 Page 4 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalFRANCISONITO AV and PUENTE AV1111FRANCISQUINO AV and GARVEY AV1111FRANCISQUITO AV and ATHOL ST75221FRANCISQUITO AV and BALDWIN PARK BL1455491FRANCISQUITO AV and BIG DALTON AV412121FRANCISQUITO AV and COSBEY AV21121FRANCISQUITO AV and DALEWOOD ST7131241FRANCISQUITO AV and EDISON POLE1111FRANCISQUITO AV and EDISON POLE 4636311E1111FRANCISQUITO AV and EDISON POLE 1196803E1111FRANCISQUITO AV and EDISON POLE 1739044 E1111FRANCISQUITO AV and EDISON POLE 1740318E1111FRANCISQUITO AV and EDISON POLE 2132109E1111FRANCISQUITO AV and FRANCISQUITO AV411231FRANCISQUITO AV and FRAZIER ST54111FRANCISQUITO AV and GARVEY AV1438361FRANCISQUITO AV and i-101101FRANCISQUITO AV and MAINE AV1119121FRANCISQUITO AV and PADDY LN2221FRANCISQUITO AV and PUENTE AV1014561FRANCISQUITO AV and RAMONA BL51441FRANCISQUITO AV and REMEY AV21111FRANCISQUITO AV and ROBINETTE AV32121FRANCISQUITO AV and SIESTA AV1111FRANCISQUITO AV and VAN WIG AV31211FRANCISQUITO AV and VINELAND AV1226461FRAZIER ST and AMAR RD1111FRAZIER ST and ATHOL ST1101FRAZIER ST and BESS AV21121FRAZIER ST and DART ST31221FRAZIER ST and EARL AV1111FRAZIER ST and EDISON POLE 705734E1111FRAZIER ST and EDISON POLE 1505230E1111FRAZIER ST and EDISON POLE 156591111FRAZIER ST and FAIRGROVE ST3301FRAZIER ST and FORTIN ST2221FRAZIER ST and FRANCISQUITO AV513121FRAZIER ST and FRAZIER ST32111FRAZIER ST and GARVEY AV21121FRAZIER ST and JUDITH ST1101FRAZIER ST and LEDFORD ST1101FRAZIER ST and MONTEREY AV21121FRAZIER ST and TORCH ST1111FRAZIER ST and TRACY ST1101 Page 5 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalFRAZIER ST and WACO ST1101GARVEY AV and BESS AV1111GARVEY AV and CORAK ST43131GARVEY AV and EDISON P0LE1111GARVEY AV and EDISON POLE1111GARVEY AV and FAIRGROVE ST1111GARVEY AV and FRANCISQUITO AV21121GARVEY AV and GARDEN VIEW LN1111GARVEY AV and i-102221GARVEY AV and POLE 669306E1111GARVEY AV and POLE E14808Y1111GARVEY AV and PUENTE AV13121121GARVEY AV and SYRACUSE AV1111GARVEY AV and TRACY ST1111GARVEY AV and VINELAND AV513121GARVEY AV and WACO ST2201GAYHURST AV and LIGHT POLE 4422285E1111GRACE AV and FRAZIER ST1111GRACE AV and MORGAN ST1111HALINOR AV and WALNUT CREEK PKWY1111HAMBURGER LN and DALEWOOD ST2221HAMBURGER LN and VIRGINIA AV311121HARLAN AV and HORNBROOK AV1111HARLAN AV and LOS ANGELES ST1111HARLAN AV and LUBICAN ST21111HARLAN AV and MORGAN ST1111HEINTZ ST and ARROW HWY1111HEINTZ ST and CRAGMONT ST1111HOLLY AV and PACIFIC AV1111HORNBROOK AV and LOS ANGELES ST21121i-10 and BALDWIN PARK BL1101I-605 and RAMONA BL1111JAMES PL and JAMES PL1101JEANETTE LN and MERCED AV1111JEREMIE ST and VINELAND AV1111JERRY AV and DUNIA ST1111JERRY AV and LOS ANGELES ST1111JERRY AV and PALM AV1101JOANBRIDGE ST and BLEECKER ST1111JOANBRIDGE ST and EDISON POLE 477596661111JOANBRIDGE ST and LIGHT POLE 4776775E1111JOANBRIDGE ST and WIMMER AV1111JUDITH ST and FRAZIER ST1111JUDITH ST and LEORITA ST1111 Page 6 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalKENOAK DR and SHARONS WY1111LA RICA AV and BALDWIN PARK BL1111LA RICA AV and BROOKPORT ST1111LA RICA AV and DAMONA BL1111LA RICA AV and EDISON POLE 1343424E1111LA RICA AV and LA RICA AV1101LA RICA AV and PALM AV2221LA RICA AV and RAMONA BL21111LANDIS AV and CAVELL PL1111LANDIS AV and OHIO ST21111LANDIS AV and SCHOOL ST21111LEDFORD ST and NOLINA AV1111LEORITA ST and DALEWOOD ST1111LITTLEJOHN ST and BROOKS DR1111LIVE OAK AV and BALDWIN PARK BL3331LIVE OAK AV and COMMERCE DR3331LIVE OAK AV and EDISON P0LE1111LIVE OAK AV and EDISON POLE 1942249E1111LIVE OAK AV and EDISON POLE 4441156E1111LIVE OAK AV and RIVERGRADE RD1111LIVE OAK AV and STEWART AV512231LOS ANGELES ST and BALDWIN PARK BL1027131LOS ANGELES ST and BOGART AV2201LOS ANGELES ST and BRESEE AV521231LOS ANGELES ST and CENTER ST6601LOS ANGELES ST and EDISON POLE 1567276E1111LOS ANGELES ST and EDISON POLE 1567288E1111LOS ANGELES ST and EDISON POLE 156728E1111LOS ANGELES ST and EDISON POLE 1567319E1111LOS ANGELES ST and EDISON POLE 483109E1111LOS ANGELES ST and EDISON POLE 6460741111LOS ANGELES ST and EDISON POLE 694104E1111LOS ANGELES ST and EDISON POLE E74480Y1111LOS ANGELES ST and FILHURST AV1111LOS ANGELES ST and HARLAN AV3331LOS ANGELES ST and HORNBROOK AV2201LOS ANGELES ST and I-6051101LOS ANGELES ST and LA RICA AV21111LOS ANGELES ST and LANDIS AV1111LOS ANGELES ST and LITTLEJOHN ST32121LOS ANGELES ST and LOS ANGELES ST1111LOS ANGELES ST and MAINE AV1026241LOS ANGELES ST and MERCED AV118331LOS ANGELES ST and PHELAN AV43111 Page 7 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalLOS ANGELES ST and POLE 1567276E1111LOS ANGELES ST and STEWART AV622241LOS ANGELES ST and WALNUT ST2201MAINE AV and ADOUE PL54111MAINE AV and BALDWIN PARK BL2221MAINE AV and CAVETTE PL1111MAINE AV and CLARK ST1329242MAINE AV and DURNESS ST311122MAINE AV and EARL AV1102MAINE AV and EDISON POLE 138825SE1112MAINE AV and EDISON POLE 1636398E1112MAINE AV and EDISON POLE 16364941112MAINE AV and EDISON POLE 1681901E1112MAINE AV and EDISON POLE 168192AE1112MAINE AV and EDISON POLE 168192E1112MAINE AV and EDISON POLE E1064441112MAINE AV and EDISON POLE E1065541112MAINE AV and ESTELLA ST21112MAINE AV and FRANCISQUITO AV1102MAINE AV and HALLWOOD DR311122MAINE AV and HAVENBROOK ST1112MAINE AV and JOANBRIDGE ST21112MAINE AV and LA RICA AV1102MAINE AV and LOS ANGELES ST521242MAINE AV and MACDEVITT ST1112MAINE AV and MAINE AV21122MAINE AV and MERCED AV614122MAINE AV and OHIO ST1112MAINE AV and OLIVE ST724132MAINE AV and PACIFIC AV1102MAINE AV and PALM AV2222MAINE AV and PALMROSE ST42222MAINE AV and PARK PL3302MAINE AV and PARK PLAZA DR1112MAINE AV and RAMONA BL65162MAINE AV and REXWOOD AV32132MAINE AV and SCHOOL ST1102MAINE AV and SCOTT PL21122MAINE AV and STERLING WY21112MANGUM ST and EMERY AV1112MANGUM ST and FAIRGROVE ST1102MANGUM ST and WACO ST1112MARKETPLACE DR and LIGHT POLE 12AB1112MARKETPLACE DR and MERCED AV1102 Page 8 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalMASLINE ST and JERRY AV1112MAUPIN AV and LOS ANGELES ST2222MERAMEC AV and BALDWIN PARK BL1112MERCED AV and AHERN DR2222MERCED AV and BALDWIN PARK BL3332MERCED AV and BIG DALTON AV62422MERCED AV and EDISON POLE 1412732E1112MERCED AV and EDISON POLE 1739171E1112MERCED AV and EDISON POLE 612247E1112MERCED AV and ELWYN DR1102MERCED AV and FRAZIER ST1112MERCED AV and i-101112MERCED AV and ILLINOIS ST21122MERCED AV and LOS ANGELES ST641152MERCED AV and LUBICAN ST1102MERCED AV and MAINE AV51412MERCED AV and MARKETPLACE DR6602MERCED AV and MILLBURY AV1112MERCED AV and OHIO ST52352MERCED AV and PUENTE AV51442MERCED AV and RAMONA BL31222MERCED AV and SUSQUEHANNA AV1102MERCED AV and VINELAND AV1211112MERCEP AV and BIG DALTON AV1112MILLBURY AV and MERCED AV1112MILLBURY AV and STOCKDALE ST21112MORGAN ST and AQUATIC CTR1102MORGAN ST and BALDWIN PARK BL1112NOLINA AV and EMERY AV1112NORCO AV and BENBOW ST1112NUBIA ST and ANNISTON AV1102NUBIA ST and BALDWIN PARK BL1112NUBIA ST and BLEECKER ST1112NUBIA ST and BOREL ST1112NUBIA ST and BRESEE AV1112NUBIA ST and CALMVIEW AV1112NUBIA ST and FORTIN ST1102NUBIA ST and LANDIS AV1112OHIO ST and LA RICA AV1112OHIO ST and LAURENS AV1102OHIO ST and MAINE AV1112OLIVE ST and BALDWIN PARK BL42222OLIVE ST and BLEECKER ST21112OLIVE ST and BOGART AV1112 Page 9 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalOLIVE ST and EDISON POLE 1416886E1112OLIVE ST and EDISON POLE 2354502E1112OLIVE ST and EDISON POLE 41568897E1112OLIVE ST and JERRY AV1102OLIVE ST and LA RICA AV1112OLIVE ST and LANDIS AV1112OLIVE ST and LANDIS AV1112OLIVE ST and MAINE AV311122OLIVE ST and MARION AV1112OLIVE ST and MERCED AV1112OLIVE ST and OLIVE ST1102OLIVE ST and PHELAN AV21112OLIVE ST and STEWART AV2202OLIVE ST and VIA EL CAMINO1112OLIVE ST and WALNUT ST311122PACIFIC AV and AHERN DR1102PACIFIC AV and BIG DALTON AV512232PACIFIC AV and BOGART AV5111242PACIFIC AV and DOWNING AV632142PACIFIC AV and DUNDRY AV1112PACIFIC AV and MAINE AV632142PACIFIC AV and MAYLAND AV21112PACIFIC AV and PACIFIC AV1112PACIFIC AV and PUENTE AV1214782PACIFIC AV and STICHMAN AV1112PACIFIC AV and VINELAND AV933362PADDY LN and MACDEVITT ST21122PALM AV and CRICKET LN2222PALM AV and CUTLER AV1102PALM AV and EDISON POLE 4365661E1112PALM AV and MAINE AV21112PALM AV and MERCED AV311122PALMROSE ST and BOGART AV1112PALMROSE ST and MAINE AV1112PARK PL and MAINE AV1112PARK PL and RAMONA BL1112PATRITTI AV and BESS AV1112PATRITTI AV and BLENHEIM ST3332PATRITTI AV and EDISON POLE1112PATRITTI AV and FAIRGROVE ST1112PHELAN AV and CAVETTE PL1112PHELAN AV and DEMBLON ST1112PHELAN AV and EDISON POLE 1054016E1112PHELAN AV and ESTELLA ST54152 Page 10 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalPHELAN AV and LOS ANGELES ST1112PUENTE AV and BADILLO ST412122PUENTE AV and BALDWIN PARK TOWNE CTR311122PUENTE AV and CALINO AV3332PUENTE AV and CEDARMONT DR1112PUENTE AV and CEDARWOOD AV1112PUENTE AV and CENTRAL AV1102PUENTE AV and CHANNING ST412142PUENTE AV and CLYDEWOOD ST1112PUENTE AV and DALEWOOD ST7411162PUENTE AV and DEXTER ST21122PUENTE AV and DUTCH ST1112PUENTE AV and EDISON POLE 10742271112PUENTE AV and EDISON POLE 1255286E1112PUENTE AV and EDISON POLE 1343334E1112PUENTE AV and EDISON POLE 1739055E1112PUENTE AV and EDISON POLE 173911731112PUENTE AV and EDISON POLE 1814713E1112PUENTE AV and EDISON POLE 2127654E1112PUENTE AV and EDISON POLE 4570330E1112PUENTE AV and FRANCISQUITO AV1162392PUENTE AV and GARVEY AV32112PUENTE AV and HOWELLHURST DR1112PUENTE AV and LA SENA ST1112PUENTE AV and MACDEVITT ST1112PUENTE AV and MERCED AV1739582PUENTE AV and MILLBURY AV42222PUENTE AV and PACIFIC AV612342PUENTE AV and PUENTE AV31222PUENTE AV and RAMONA BL1112PUENTE AV and SIERRA WY2222PUENTE AV and WALNUT CREEK PKWY21122RALL AV and ROCKWAY DR1112RAMONA BL and AUCTION AV1112RAMONA BL and AZUSA CANYON RD1112RAMONA BL and BADILLO ST31212RAMONA BL and BALDWIN PARK BL943262RAMONA BL and BARNES AV3332RAMONA BL and BOGART AV2202RAMONA BL and BRESEE AV1112RAMONA BL and CENTER ST1112RAMONA BL and CESAR CHAVEZ DR31212RAMONA BL and CORAK ST411232RAMONA BL and DOWNING AV715122 Page 11 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalRAMONA BL and EARL AV421132RAMONA BL and EDISON POLE 1861318E1112RAMONA BL and EDISON POLE 1942949E1112RAMONA BL and EDISON POLE 4736136E1112RAMONA BL and ELTON ST1112RAMONA BL and FORTIN ST42222RAMONA BL and FRANCISQUITO AV43142RAMONA BL and GRACE AV2222RAMONA BL and HARLAN AV412122RAMONA BL and HORNBROOK AV1102RAMONA BL and I-6051216562RAMONA BL and I-605 S/B1112RAMONA BL and IDAHO AV1112RAMONA BL and KENMORE AV1112RAMONA BL and LA PUENTE AV1112RAMONA BL and LA RICA AV814342RAMONA BL and LOZANO DR1102RAMONA BL and MAINE AV925242RAMONA BL and MERCED AV8214142RAMONA BL and MERCES AV1102RAMONA BL and MONTEREY AV4442RAMONA BL and PACIFIC AV21112RAMONA BL and PARK PL21112RAMONA BL and PLENTY ST1112RAMONA BL and PUENTE AV3302RAMONA BL and RAMONA BL31212RAMONA BL and RT 1051112RAMONA BL and STERLING WY1102RAMONA BL and STEWART AV411232RAMONA BL and SUMMER LN1112RAMONA BL and SYRACUSE AV522132REXWOOD AV and RALL AV1112RIVERGRADE RD and LIVE OAK AV1112ROBINETTE AV and WACO ST1112ROCHENBACH ST and BALDWIN PARK BL1102ROCHENBACH ST and STEWART AV1112ROCKWAY DR and VINELAND AV1112ROOT ST and CLEARY DR1112ROOT ST and WILLOW AV31222SAINT JAMES CIR and BARNES AV1102SAINT JAMES CIR and GRACE AV1102SAN GABRIEL RIVER PKWY and CLEO ST1102SAN GABRIEL RIVER PKWY and WACO ST1112SANDSTONE ST and CUTLER AV1112 Page 12 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalSCOTT PL and MAINE AV1102SIERRA WY and PUENTE AV1112STANCROFT AV and OLIVE ST1112STERLING WY and EDISON POLE 18577581112STERLING WY and MAINE AV1112STERLING WY and STERLING WY1102STEWART AV and BELLBROOK ST1112STEWART AV and CLARK ST1112STEWART AV and CLEARCREST DR1112STEWART AV and EDISON POLE 1146464E1112STEWART AV and EDISON POLE 1384646E1112STEWART AV and LIVE OAK AV1112STEWART AV and LOS ANGELES ST1112STEWART AV and NUBIA ST1112STEWART AV and OLIVE ST21112STEWART AV and PALM AV1112STEWART AV and RAMONA BL42222STEWART AV and ROCHENBACH ST311122STEWART AV and STEWART AV1112SYRACUSE AV and CHELSFIELD ST1112SYRACUSE AV and GARVEY AV1112SYRACUSE AV and RAMONA BL31222SYRACUSE AV and ROYSTON ST1112SYRACUSE AV and SYRACUSE AV1112SYRACUSE AV and TORCH ST1112SYRACUSE AV and WALTHAM ST2222TELLURIDE DR and BIG DALTON AV1112TORCH ST and MARLINDA AV1112TORREY ST and TORREY ST1102TRACY ST and BALDWIN PARK BL81782TRACY ST and GARVEY AV1102TRACY ST and ROBINETTE AV1112VALLE VISTA AV and HARLAN AV1112VAN WIG AV and CHANNING ST21122VIA RANCHO and WACO ST1112VIENLAND AV and REXWOOD AV1112VINA AV and EDISON POLE1112VINELAND AV and BADILLO ST4442VINELAND AV and CHANNING ST31232VINELAND AV and CHEVALIER AV1112VINELAND AV and CLOVERLEAF DR1112VINELAND AV and DURNESS ST3332VINELAND AV and EDISON POLE 1505374E1112VINELAND AV and EDISON POLE 4427926E2222 Page 13 of 14 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalVINELAND AV and EDISON POLE E1669041112VINELAND AV and ELSTEAD ST32122VINELAND AV and FORTIN ST2222VINELAND AV and FRANCISQUITO AV311122VINELAND AV and JEREMIE ST1102VINELAND AV and MERCED AV412122VINELAND AV and PACIFIC AV21112VINELAND AV and RAMONA BL1112VINELAND AV and RATH ST1112VINELAND AV and REXWOOD AV32122VINELAND AV and ROCKWAY DR1112VINELAND AV and VINELAND AV2202VINELAND AV and WHITESELL ST32132VIRGINIA AV and EDISON POLE 1290554E1112VIRGINIA AV and FRONTIER POLE 1290552E1112VIRGINIA AV and HAMBURGER LN1112VIRGINIA AV and RAMONA BL1112VIRGINIA AV and WHITESELL ST1112WACO ST and ATHOL ST21112WACO ST and BARNES AV1112WACO ST and COSBEY AV1102WACO ST and MANGUM ST1112WALNUT CREEK PKWY and VALONA PL1102WALNUT ST and BENWOOD ST21122WALNUT ST and LOS ANGELES ST1112WALNUT ST and PALM AV1112WESTCOTT AV and FARNELL ST1112WESTCOTT AV and GARVEY AV1112WHITESELL ST and VINELAND AV3332WILLOW AV and CHETNEY DR1112WILLOW AV and ROOT ST1112 Page 14 of 14 SWITRS Intersection versus Mid-Block Summary2/4/2022
Accidents Reported Between 1/3/2019 and 1/3/2022Based on information reported by the State Wide Integrated Traffic Reporting System.Report Printed on:City of Baldwin ParkIntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotal(929) S EUCLID ST and BALL RD1111100TH ST and BRESEE AV111119TH ST and UNION AV110124TH ST and D ST1101ADOUE PL and ADOUE PL1101AHERN DR and EDISON POLE 215959E1111AHERN DR and MERCED AV1111AHERN DR and MOSSBERG ST1111ALDERSON AV and CLARK ST1101AMAR RD and FRAZIER ST1111ARROW HWY and AZUSA CANYON RD1101ARROW HWY and HEINTZ ST1111ATHOL ST and BESS AV21121ATHOL ST and COSBEY AV1111ATHOL ST and EDISON P0LE1111ATHOL ST and FORTIN ST1111ATHOL ST and FRANCISQUITO AV1111ATHOL ST and FRAZIER ST1111AZUSA CANYON RD and ARROW HWY1111BADILLO ST and BADILLO ST1111BADILLO ST and PUENTE AV32131BADILLO ST and RAMONA BL21111BADILLO ST and VINELAND AV21111BALDWIN ALY and RAMONA BL1111BALDWIN PARK BL and BALDWIN PARK BL1101BALDWIN PARK BL and BESS AV522131BALDWIN PARK BL and CLARK ST31211BALDWIN PARK BL and DALEWOOD ST96331BALDWIN PARK BL and EDISON POLE 1739553E1111BALDWIN PARK BL and EDISON POLE 1739561E1111BALDWIN PARK BL and EDISON POLE 4167801E1111BALDWIN PARK BL and EDISON POLE 4458805E1111BALDWIN PARK BL and EDISON POLE E6262341111BALDWIN PARK BL and EDISON POLE E64145Y1111BALDWIN PARK BL and EDISON POLE E64152Y1111BALDWIN PARK BL and FORTIN ST824241BALDWIN PARK BL and FRANCISQUITO AV411231 Page 1 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalBALDWIN PARK BL and JOANBRIDGE ST1111BALDWIN PARK BL and KENMORE AV311121BALDWIN PARK BL and LA RICA AV522131BALDWIN PARK BL and LOS ANGELES ST926131BALDWIN PARK BL and MERCED AV32111BALDWIN PARK BL and MONTEREY AV1111BALDWIN PARK BL and OHIO ST1101BALDWIN PARK BL and OLIVE ST86221BALDWIN PARK BL and PARK SHADOW CT1111BALDWIN PARK BL and RAMONA BL52321BALDWIN PARK BL and ROCHENBACH ST1111BALDWIN PARK BL and STERLING WY2221BALDWIN PARK BL and STEWART AV32131BALDWIN PARK BL and TRACY ST14338111BALDWIN PARK TOWNE CTR and GARVEY AV1111BARNES AV and DUTHIE ST1101BARNES AV and RAMONA BL2221BEACH BOULEVARD and ORANGE AVENUE1111BESS AV and ATHOL ST411231BESS AV and BARNES AV21121BESS AV and BESS AV1101BESS AV and FRAZIER ST1101BESS AV and GARVEY AV1111BESS AV and JUDITH ST1111BESS AV and LEORITA ST2221BESS AV and MANGUM ST4441BESS AV and SYRACUSE AV2221BIG DALTON AV and CHANNING ST21111BIG DALTON AV and CORAK ST1111BIG DALTON AV and MERCED AV1111BIG DALTON AV and SIERRA WY1111BLEECKER ST and MASLINE ST1111BLEECKER ST and NUBIA ST21121BOGART AV and BOGART AV1101BOGART AV and CHILCOT ST1111BOGART AV and CLARK ST1111BOGART AV and LOS ANGELES ST1111BOGART AV and PACIFIC AV21121BOREL ST and NUBIA ST1111BRENTWOOD DR and BORDER AV1111BRESEE AV and BENBOW ST1111BRESEE AV and LOS ANGELES ST1101BRESEE AV and OLIVE ST1111BRESEE AV and PALM AV1111 Page 2 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalCALIFORNIA AV and MAINE AV1111CENTER ST and BELGATE ST1101CENTER ST and ELWYN DR1111CENTER ST and LOS ANGELES ST21121CENTER ST and OLIVE ST1111CENTRAL AV and MILLBURY AV1101CHANNING ST and MILLBURY AV1101CLARK ST and ALTA LAKE AV1111CLARK ST and BOGART AV1101CLARK ST and DOWNING AV21121CLARK ST and MAINE AV311121CLARK ST and MAUPIN AV21111CLARK ST and PARK SHADOW CT1111CLEARCREST DR and NUBIA ST1111CLEARY DR and ROOT ST1101CLOVERLEAF DR and PEREZ PL1111COFFEE RD and MEANY AV1111COMMERCE DR and RIVERGRADE RD1111CORAK ST and ATHOL ST1111COSBEY AV and WACO ST1111DALEWOOD ST and BALDWIN PARK BL1111DALEWOOD ST and EDISON POLE 4647575E1111DALEWOOD ST and FRANCISQUITO AV311121DALEWOOD ST and GARDEN VIEW LN21111DALEWOOD ST and HAMBURGER LN2201DALEWOOD ST and LEORITA ST1111DALEWOOD ST and MAINE AV32111DALEWOOD ST and MERCED AV1111DALEWOOD ST and PUENTE AV21121DART ST and FRAZIER ST1111DOWNING AV and PACIFIC AV1111DUTCH ST and MAYLAND AV1111EARL AV and FRAZIER ST1111EDRA AV and EDRA AV1101EGIL AV and MANGUM ST21111EIGHTH ST and TULARE ST1111ELIZABETH ST and EDISON POLE 1384619E1111ELTON ST and NUBIA ST21111ELTON ST and OLIVE ST1111FAIRGROVE ST and BARNES AV1111FAIRGROVE ST and EDISON POLE 1528287E1111FILHURST AV and LOS ANGELES ST1111FORTIN ST and ATHOL ST1101FORTIN ST and EDISON POLE 241115E1111 Page 3 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalFORTIN ST and EDISON POLE 26551E1111FORTIN ST and FRAZIER ST1111FORTIN ST and SPARLAND ST1111FORTIN ST and VINELAND AV1111FRANCISONITO AV and PUENTE AV1111FRANCISQUINO AV and GARVEY AV1111FRANCISQUITO AV and ATHOL ST64221FRANCISQUITO AV and BALDWIN PARK BL823351FRANCISQUITO AV and BIG DALTON AV21121FRANCISQUITO AV and COSBEY AV1111FRANCISQUITO AV and DALEWOOD ST412121FRANCISQUITO AV and EDISON POLE1111FRANCISQUITO AV and EDISON POLE 2132109E1111FRANCISQUITO AV and FRAZIER ST2201FRANCISQUITO AV and GARVEY AV65111FRANCISQUITO AV and MAINE AV54111FRANCISQUITO AV and PADDY LN1111FRANCISQUITO AV and PUENTE AV4441FRANCISQUITO AV and RAMONA BL51441FRANCISQUITO AV and REMEY AV1111FRANCISQUITO AV and ROBINETTE AV32121FRANCISQUITO AV and SIESTA AV1111FRANCISQUITO AV and VAN WIG AV1101FRANCISQUITO AV and VINELAND AV512231FRAZIER ST and AMAR RD1111FRAZIER ST and BESS AV21121FRAZIER ST and DART ST21111FRAZIER ST and EDISON POLE 156591111FRAZIER ST and FAIRGROVE ST1101FRAZIER ST and FORTIN ST2221FRAZIER ST and FRANCISQUITO AV311121FRAZIER ST and FRAZIER ST1111FRAZIER ST and GARVEY AV21121FRAZIER ST and LEDFORD ST1101FRAZIER ST and MONTEREY AV21121FRAZIER ST and WACO ST1101GARVEY AV and BESS AV1111GARVEY AV and CORAK ST21111GARVEY AV and EDISON P0LE1111GARVEY AV and EDISON POLE1111GARVEY AV and FAIRGROVE ST1111GARVEY AV and FRANCISQUITO AV21121GARVEY AV and GARDEN VIEW LN1111GARVEY AV and i-102221 Page 4 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalGARVEY AV and POLE 669306E1111GARVEY AV and POLE E14808Y1111GARVEY AV and PUENTE AV7771GARVEY AV and SYRACUSE AV1111GARVEY AV and VINELAND AV3301GARVEY AV and WACO ST1101GAYHURST AV and LIGHT POLE 4422285E1111GRACE AV and FRAZIER ST1111GRACE AV and MORGAN ST1111HALINOR AV and WALNUT CREEK PKWY1111HAMBURGER LN and DALEWOOD ST1111HAMBURGER LN and VIRGINIA AV21121HARLAN AV and HORNBROOK AV1111HARLAN AV and LOS ANGELES ST1111HARLAN AV and LUBICAN ST21111HARLAN AV and MORGAN ST1111HEINTZ ST and ARROW HWY1111HOLLY AV and PACIFIC AV1111HORNBROOK AV and LOS ANGELES ST1111I-10 E/B (SAN BERNARDINO FREEWAY) and ATH1111I-10 E/B (SAN BERNARDINO FREEWAY) and FRA1111I-10 E/B (SAN BERNARDINO FREEWAY) and I-6051111I-10 E/B (SAN BERNARDINO FWY) and ATHOL ST.2221I-10 E/B (SAN BERNARDINO FWY) and BALDWIN 92791I-10 E/B (SAN BERNARDINO FWY) and BESS AV1111I-10 E/B (SAN BERNARDINO FWY) and CAMERON1111I-10 E/B (SAN BERNARDINO FWY) and FRANCISQ4441I-10 E/B (SAN BERNARDINO FWY) and I-6051111I-10 E/B (SAN BERNARDINO FWY) and I-605 N/B2221I-10 E/B (SAN BERNARDINO FWY) and PUENTE A31231I-10 E/B (SANBERNARDINO FREEWAY) and FRAN1111I-10 E/B TO FRAZIER ST and ATHOL ST1111I-10 E/B TO S/B 605 and I-6051111I-10 W/B (SAN BERNARDINO FAY) and BALDWIN 1111I-10 W/B (SANBERNARDINO FREEWAY) and FRA1111I-10 W/B and ATHOL ST84481I-10 W/B and ATHOL ST.52351I-10 W/B and ATHOL STREET OVERCROSSING1111I-10 W/B and BALDWIN PARK BL351322351I-10 W/B and BESS AV PED OC1111I-10 W/B and FRANCISQUITO AV97291I-10 W/B and FRAZIER ST7771I-10 W/B and I-6053331I-10 W/B and I-605 N/B5551 Page 5 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalI-10 W/B and PUENTE AV14104141I-10 W/B FROM FRAZIER ST and ATHOL ST1111I-10 W/B TO BALDWIN PARK BL and BALDWIN PA2221I-10 W/B TO FRANCISQUITO AV and FRANCISQUI3331I-10 W/B TO I-605 and I-6051111I-10 W/B TO I-605 and I-605 N/B4441I-10 W/B TO I-605 S/B and VALLEY BL1111I-10 W/B TO PUENTE AV and GARVEY AV1111I-10 WB (SAN BERNARDINO FREEWAY) and BAL2221I-10 WB (SAN BERNARDINO FREEWAY) and PUE1111I-10 WESTBOUND (SAN BERNARDINO FREEWAY1111I-605 (SAN GABRIEL RIVER FREEWAY) N/B TO I-11111I-605 N/B (SAN GABRIEL RIVER FREEWAY) TO I-11111I-605 N/B and I-10 FREEWAY1111I-605 N/B and I-10 W/B1111I-605 N/B and LOWER AZUSA RD1111I-605 N/B and LOWER AZUSA ROAD1111I-605 N/B and RAMONA BL51451I-605 N/B and VALLEY BL96391I-605 N/B TO I-10 E/B and I-101111I-605 N/B TO I-10 E/B and I-10 E/B1111I-605 N/B TO I-10 E/B and I-605 N/B1111I-605 N/B TO I-10 E/B TRANSITION and I-10 E/B (S1111I-605 N/B TO I-10 W/B and I-10 W/B1111I-605 N/B TO I-10 W/B and I-605 N/B1111I-605 N/B TO RAMONA BL and RAMONA BL1111I-605 NB and RAMONAL BOULEVARD1111I-605 S/B (SAN GABRIEL RIVER FWY) TO I-10 WE1111I-605 S/B and I-1043141I-605 S/B and I-10 FREEWAY1111I-605 S/B and I-10 W/B21121I-605 S/B and LOWER AZUSA RD2221I-605 S/B and RAMONA BL83581I-605 S/B and WALNUT CREEK PKWY1111I-605 VALLEY BL ON RAMP and TEMPLE AV1111JAMES PL and JAMES PL1101JEFFERSON AV and DEL RIO RD1111JEREMIE ST and VINELAND AV1111JERRY AV and DUNIA ST1111JERRY AV and LOS ANGELES ST1111JERRY AV and PALM AV1101JOANBRIDGE ST and BLEECKER ST1111JOANBRIDGE ST and EDISON POLE 477596661111JOANBRIDGE ST and WIMMER AV1111 Page 6 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalJUDITH ST and FRAZIER ST1111JUDITH ST and LEORITA ST1111KENMORE AVE (3700 BLOCK) and ILLINOIS STRE1111KENOAK DR and SHARONS WY1111KNOTTS ST and RIVER BL1111LA RICA AV and BALDWIN PARK BL1111LA RICA AV and BROOKPORT ST1111LA RICA AV and DAMONA BL1111LA RICA AV and PALM AV2221LA RICA AV and RAMONA BL1111LAKE TAHOE BLVD and CAVE ROCK AVE1111LANDIS AV and CAVELL PL1111LANDIS AV and OHIO ST1101LANDIS AV and SCHOOL ST1111LEDFORD ST and LEDFORD ST 128111101LEDFORD ST and NOLINA AV1111LEORITA ST and DALEWOOD ST1111LITTLEJOHN ST and BROOKS DR1111LIVE OAK AV and BALDWIN PARK BL3331LIVE OAK AV and COMMERCE DR2221LIVE OAK AV and EDISON P0LE1111LIVE OAK AV and EDISON POLE 4441156E1111LIVE OAK AV and RIVERGRADE RD1111LIVE OAK AV and STEWART AV31221LOS ANGELES ST and BALDWIN PARK BL715121LOS ANGELES ST and BOGART AV1101LOS ANGELES ST and BRESEE AV32111LOS ANGELES ST and CENTER ST4401LOS ANGELES ST and EDISON POLE 1567276E1111LOS ANGELES ST and EDISON POLE 1567288E1111LOS ANGELES ST and EDISON POLE 156728E1111LOS ANGELES ST and EDISON POLE 483109E1111LOS ANGELES ST and EDISON POLE 6460741111LOS ANGELES ST and EDISON POLE 694104E1111LOS ANGELES ST and FILHURST AV1111LOS ANGELES ST and HARLAN AV2221LOS ANGELES ST and HORNBROOK AV1101LOS ANGELES ST and I-6051101LOS ANGELES ST and JERRY AV1111LOS ANGELES ST and LA RICA AV21111LOS ANGELES ST and LANDIS AV1111LOS ANGELES ST and LITTLEJOHN ST32121LOS ANGELES ST and LOS ANGELES ST1111LOS ANGELES ST and MAINE AV614121 Page 7 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalLOS ANGELES ST and MERCED AV85331LOS ANGELES ST and PHELAN AV1101LOS ANGELES ST and STEWART AV42241LOS ANGELES ST and WALNUT ST1101MADISON AV and WHITE LN1111MAINE AV and ADOUE PL3301MAINE AV and BALDWIN PARK BL2221MAINE AV and CAVETTE PL1111MAINE AV and CLARK ST1027131MAINE AV and DURNESS ST1111MAINE AV and EDISON POLE 138825SE1111MAINE AV and EDISON POLE 1636398E1111MAINE AV and EDISON POLE 16364941111MAINE AV and EDISON POLE 1681901E1111MAINE AV and EDISON POLE E1064441111MAINE AV and FRANCISQUITO AV1101MAINE AV and HALLWOOD DR311121MAINE AV and HAVENBROOK ST1111MAINE AV and LA RICA AV1101MAINE AV and LOS ANGELES ST31231MAINE AV and MACDEVITT ST1111MAINE AV and MERCED AV614121MAINE AV and OHIO ST1111MAINE AV and OLIVE ST513121MAINE AV and PACIFIC AV1101MAINE AV and PALM AV1111MAINE AV and PALMROSE ST21111MAINE AV and PARK PL3301MAINE AV and PARK PLAZA DR1111MAINE AV and RAMONA BL32131MAINE AV and REXWOOD AV21121MAINE AV and SCHOOL ST1101MAINE AV and STERLING WY21111MANGUM ST and EMERY AV1111MANGUM ST and FAIRGROVE ST1101MANGUM ST and WACO ST1111MARKETPLACE DR and LIGHT POLE 12AB1111MASLINE ST and JERRY AV1111MAUPIN AV and LOS ANGELES ST2221MCKINLEY AVE and SEVENTH ST1101MERAMEC AV and BALDWIN PARK BL1111MERCED AV and AHERN DR1111MERCED AV and BALDWIN PARK BL3331MERCED AV and BIG DALTON AV62421 Page 8 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalMERCED AV and ELWYN DR1101MERCED AV and FRAZIER ST1111MERCED AV and i-101111MERCED AV and ILLINOIS ST21121MERCED AV and LOS ANGELES ST311121MERCED AV and LUBICAN ST1101MERCED AV and MAINE AV3301MERCED AV and MARKETPLACE DR3301MERCED AV and MILLBURY AV1111MERCED AV and OHIO ST42241MERCED AV and PUENTE AV51441MERCED AV and RAMONA BL2221MERCED AV and SUSQUEHANNA AV1101MERCED AV and VINELAND AV6601MERCEP AV and BIG DALTON AV1111MORGAN ST and AQUATIC CTR1101MORGAN ST and BALDWIN PARK BL1111NOLINA AV and EMERY AV1111NORCO AV and BENBOW ST1111NUBIA ST and BLEECKER ST1111NUBIA ST and BRESEE AV1111NUBIA ST and CALMVIEW AV1111NUBIA ST and LANDIS AV1111OHIO ST and LAURENS AV1101OHIO ST and MAINE AV1111OLIVE ST and BALDWIN PARK BL42221OLIVE ST and BLEECKER ST21111OLIVE ST and BOGART AV1111OLIVE ST and JERRY AV1101OLIVE ST and LA RICA AV1111OLIVE ST and LANDIS AV1111OLIVE ST and MAINE AV21111OLIVE ST and MARION AV1111OLIVE ST and MERCED AV1111OLIVE ST and PHELAN AV21111OLIVE ST and STEWART AV1101OLIVE ST and WALNUT ST311121P ST and 9TH ST1111PACIFIC AV and AHERN DR1101PACIFIC AV and BIG DALTON AV2201PACIFIC AV and BOGART AV21121PACIFIC AV and DOWNING AV3331PACIFIC AV and DUNDRY AV1111PACIFIC AV and MAINE AV21111 Page 9 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalPACIFIC AV and PUENTE AV712451PACIFIC AV and STICHMAN AV1111PACIFIC AV and VINELAND AV722351PADDY LN and MACDEVITT ST21121PALM AV and CRICKET LN1111PALM AV and CUTLER AV1101PALM AV and EDISON POLE 4365661E1111PALM AV and MERCED AV1111PALMROSE ST and BOGART AV1111PALMROSE ST and MAINE AV1111PANAMA LN and SUMMERFIELD DR1101PARK PL and MAINE AV1111PARK PL and RAMONA BL1111PATRITTI AV and BESS AV1111PATRITTI AV and BLENHEIM ST2221PATRITTI AV and EDISON POLE1111PHELAN AV and DEMBLON ST1111PHELAN AV and ESTELLA ST54151PHELAN AV and LOS ANGELES ST1111PUENTE AV and BADILLO ST32111PUENTE AV and BALDWIN PARK TOWNE CTR311121PUENTE AV and CALINO AV3331PUENTE AV and CENTRAL AV1101PUENTE AV and CHANNING ST311131PUENTE AV and CLYDEWOOD ST1111PUENTE AV and DALEWOOD ST54151PUENTE AV and DEXTER ST21121PUENTE AV and DUTCH ST1111PUENTE AV and EDISON POLE 1343334E1111PUENTE AV and EDISON POLE 173911731112PUENTE AV and EDISON POLE 1814713E1112PUENTE AV and EDISON POLE 4570330E1112PUENTE AV and FRANCISQUITO AV1162392PUENTE AV and GARVEY AV32112PUENTE AV and HOWELLHURST DR1112PUENTE AV and LA SENA ST1112PUENTE AV and MACDEVITT ST1112PUENTE AV and MERCED AV1327462PUENTE AV and MILLBURY AV31222PUENTE AV and PACIFIC AV511342PUENTE AV and PUENTE AV31222PUENTE AV and PUENTE AV 17161102PUENTE AV and RAMONA BL1112PUENTE AV and SIERRA WY2222 Page 10 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalPUENTE AV and WALNUT CREEK PKWY1112RAMONA BL and AUCTION AV1112RAMONA BL and AZUSA CANYON RD1112RAMONA BL and BADILLO ST31212RAMONA BL and BALDWIN PARK BL623132RAMONA BL and BARNES AV3332RAMONA BL and BOGART AV1102RAMONA BL and BRESEE AV1112RAMONA BL and CENTER ST1112RAMONA BL and CESAR CHAVEZ DR2202RAMONA BL and CORAK ST411232RAMONA BL and DOWNING AV412122RAMONA BL and EARL AV21122RAMONA BL and ELTON ST1112RAMONA BL and FORTIN ST31222RAMONA BL and FRANCISQUITO AV3332RAMONA BL and GRACE AV2222RAMONA BL and HARLAN AV1112RAMONA BL and HORNBROOK AV1102RAMONA BL and I-6051116452RAMONA BL and I-605 S/B1112RAMONA BL and IDAHO AV1112RAMONA BL and KENMORE AV1112RAMONA BL and LA PUENTE AV1112RAMONA BL and LA RICA AV714232RAMONA BL and LOZANO DR1102RAMONA BL and MAINE AV53232RAMONA BL and MERCED AV7213142RAMONA BL and MERCES AV1102RAMONA BL and MONTEREY AV2222RAMONA BL and PACIFIC AV21112RAMONA BL and PLENTY ST1112RAMONA BL and PUENTE AV1102RAMONA BL and RAMONA BL21112RAMONA BL and STEWART AV411232RAMONA BL and SUMMER LN1112RAMONA BL and SYRACUSE AV412132REXWOOD AV and RALL AV1112RIVERGRADE RD and LIVE OAK AV1112ROBINETTE AV and WACO ST1112ROCHENBACH ST and BALDWIN PARK BL1102ROCHENBACH ST and STEWART AV1112ROOT ST and CLEARY DR1112ROOT ST and WILLOW AV21112 Page 11 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalSAINT JAMES CIR and BARNES AV1102SAINT JAMES CIR and GRACE AV1102SAN GABRIEL RIVER PKWY and CLEO ST1102SAN GABRIEL RIVER PKWY and WACO ST1112SCOTT PL and MAINE AV1102SIERRA WY and PUENTE AV1112SR-60 E/B and RESERVOIR ST1112SR-605 (SGRF) N/B TO I-10 (SBF) E/B and I-101112STERLING WY and EDISON POLE 18577581112STERLING WY and MAINE AV1112STERLING WY and STERLING WY1102STEWART AV and BELLBROOK ST1112STEWART AV and CLARK ST1112STEWART AV and EDISON POLE 1146464E1112STEWART AV and EDISON POLE 1384646E1112STEWART AV and LIVE OAK AV1112STEWART AV and NUBIA ST1112STEWART AV and OLIVE ST1112STEWART AV and RAMONA BL21112STEWART AV and ROCHENBACH ST21112STEWART AV and STEWART AV1112STEWART AVE (4400 BLOCK) and LOS ANGELES 1112SYRACUSE AV and CHELSFIELD ST1112SYRACUSE AV and RAMONA BL31222SYRACUSE AV and ROYSTON ST1112SYRACUSE AV and SYRACUSE AV1112SYRACUSE AV and WALTHAM ST1112TELLURIDE DR and BIG DALTON AV1112TEMESCAL CANYON RD and LAKESHORE DR1112TORCH ST and MARLINDA AV1112TRACY ST and BALDWIN PARK BL6662TRACY ST and GARVEY AV1102TRACY ST and ROBINETTE AV1112VALLE VISTA AV and HARLAN AV1112VAN WIG AV and CHANNING ST21122VIA RANCHO and WACO ST1112VINA AV and EDISON POLE1112VINELAND AV and BADILLO ST2222VINELAND AV and CHANNING ST21122VINELAND AV and CLOVERLEAF DR1112VINELAND AV and DURNESS ST2222VINELAND AV and ELSTEAD ST32122VINELAND AV and FORTIN ST2222VINELAND AV and FRANCISQUITO AV311122 Page 12 of 13 IntersectionGrandTotal NorthSouthEastWestInt.TotalMid Block CollisionsMidTotalVINELAND AV and JEREMIE ST1102VINELAND AV and MERCED AV31212VINELAND AV and PACIFIC AV1102VINELAND AV and RAMONA BL1112VINELAND AV and REXWOOD AV21112VINELAND AV and ROCKWAY DR1112VINELAND AV and VINELAND AV1102VINELAND AV and WHITESELL ST32132VIRGINIA AV and EDISON POLE 1290554E1112VIRGINIA AV and FRONTIER POLE 1290552E1112VIRGINIA AV and HAMBURGER LN1112VIRGINIA AV and WHITESELL ST1112WACO ST and ATHOL ST21112WACO ST and MANGUM ST1112WALNUT ST and BENWOOD ST21122WALNUT ST and LOS ANGELES ST1112WALNUT ST and PALM AV1112WHITESELL ST and VINELAND AV2222WILLOW AV and CHETNEY DR1112

City of Baldwin Park
Citywide Speed Zone Survey and Speed Limit Study (Engineering and Traffic Survey)

D

Appendix “D”
Existing and Proposed Radar Speed Zone Map

2 DATE:02/23/22
INFRASTRUCTUREENGINEERS3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100Fax: (714) 940-0700www.infrastructure-engineers.comAPENDIX "D"EXISTING RADAR SPEED ZONE MAPDESIGNED BY:S.MOUSAVI 1 INFRASTRUCTUREENGINEERS
LIVE OAK AVE.IRWINDALE HWY
OLIVE ST.

LOS ANGELES ST.

RAMONA BLVD. RAMONA BLVD.SYRACUSE AVE.

PUENTE AVE.BIG DALTON AVE.VINELAND AVE.

FRAZIER ST.

BALDWIN PARK BLVD.

MAINE AVE.

FRANCISQITO AVE.

BALDWIN PARK BLVD.

STEWART AVE.

CENTER ST.BADILLO ST.PUENTE AVE.

HARLAN ST.

GARVEY AVE.

MERCED AVE.

AZUSA CANYON RD.

MAINE AVE.LEGEND:

ROOT ST.

DALWOOD ST.

BESS AVE
PACIFIC AVE.

RIVERGRADERD.COMMERCE DR.

BOGART AVE.DOWNEY AVE.
2 DATE:02/24/22
INFRASTRUCTUREENGINEERS3060 Saturn Street, Suite 250Brea, CA 92821Tel: (714) 940-0100Fax: (714) 940-0700www.infrastructure-engineers.comAPENDIX "D"PROPOSED RADAR SPEED ZONE MAPDESIGNED BY:S.MOUSAVI 2 INFRASTRUCTUREENGINEERS
LIVE OAK AVE.IRWINDALE HWY
OLIVE ST.

LOS ANGELES ST.

RAMONA BLVD. RAMONA BLVD.SYRACUSE AVE.

PUENTE AVE.BIG DALTON AVE.VINELAND AVE.

FRAZIER ST.

BALDWIN PARK BLVD.

MAINE AVE.

FRANCISQITO AVE.

BALDWIN PARK BLVD.

STEWART AVE.

CENTER ST.BADILLO ST.PUENTE AVE.

HARLAN ST.

GARVEY AVE.

MERCED AVE.

AZUSA CANYON RD.

MAINE AVE.LEGEND:

ROOT ST.

DALWOOD ST.

BESS AVE
PACIFIC AVE.

RIVERGRADERD.COMMERCE DR.

BOGART AVE.DOWNEY AVE.

STAFF REPORT

ITEM NO. ________16_________

TO: Honorable Mayor and Members of the City Council
FROM: Lourdes Morales, Chief Deputy City Clerk
Enrique C. Zaldivar, Chief Executive Officer
DATE: March 16, 2022
SUBJECT: Request Direction Regarding City Council Term Limits

SUMMARY
The Twenty-second Amendment (XXII) of the United States Constitution was passed by Congress on March 21, 1947 and ratified by the requisite number of states on February 27, 1951 to limit the time an individual may serve as President of the United States to Two four -year terms. An exception was granted for a President who completed more than two years of an unfinished term to e subsequently elected only once. If, however, a president has already completed less than two years of an unfinished term, he/she may be elected twice. This would theoretically result in a President service for a period of just less than ten years. Once two full terms are completed, the same person may not run for President again. There are no term limits for United States Senators or United States Congress. There are thirty- six (36) states which have term limits of some sort for their Governors, and thirty-five (35) states which do not have term limits for their legislative body (typically State Senate and State Assembly).

The State of California voters-imposed term limits on the Governor (two four -year terms for a total of eight years), and State Assembly Memb ers (three two-year terms for a total of six years). Individuals are permitted to serve in both the State Senate and State Assembly for a maximum of fourteen years (14).

Proposition 28, a “California Change in Term Limits Imitative” was on the June 5, 201 2 ballot in California as an initiated constitutional amendment, and was approved by 61% of the voters. This amendment reduces the total amount of time a person may serve in the State Legislature from 14 years to 12 years. However, it allows the same individual to serve a total of 12 years either in the Assembly, Senate, or a combination of both and applies only to legislators first elected after the measure passed.

Several of counties throughout the state have term limits established for their Board of Supervisors. As of October 2018, 123 of the 482 cities in California had voter established term limits. Staff will need additional time to conduct a survey to see what cities in California have passed term limits since then.

RECOMMENDATION
Staff recommends that the City Council provide direction regarding ballot measure language to bring back for approval, including City Council, City Clerk and City Treasurer term limits, number of years for each term in office, and whether to place lifetime limit on terms whether served consecutively or non - consecutively.

FISCAL IMPACT
Not Applicable

BACKGROUND
During its meeting of March 2, 2022 , the City Council requested that staff return with a report for consideration that examines term limits for City Council Members, City Clerk and City Treasurer.

California Government Code Section 36502(b) provides that “Any proposal to limit the number of terms a member of the City Council may serve on the City Council, or the number of terms an elected Mayor may serve, shall apply prospectively only and shall not become operative unless it is submitted to the electors of the city at a regularly scheduled election and majority of the votes cast on the question favor the adoption of the proposal”. The next regularly scheduled election where the City may elect to pla ce a term limits item on the ballot is November 8, 2022, and the last day for the governing body to transmit a resolution to the Los Angeles Registrar Recorders Office adding a measure to the ballot is August 12, 2022. However, due to the City’s scheduled Council Meeting’s, the last day for the City Council to approve this item is August 3, 2022.

Arguments in favor of City Office Term Limits:

In general, the argument s behind imposing term limits is it may reduce alleged abuse of power, encourages civic engagement and voter turnout, broadens the base of potential candidates, curbs the influence of lobbyists, may produce a pull of ordinary people rather than career politicians, and may promote fresh ideas.

Arguments against City Office Term Limits:

The arguments against term limits is there are already elections in place to select the candidate of choice, thus, providing the opportunity for voters to remove an incumbent who’s served the same office for x amount of consecutive terms ; term limits results in a loss of institutional kno wledge, removes popular leaders, may negatively impact the continuity of projects ; may increase the cost of local campaigns; and restricts the ability of future voters from voting on who their Members should be.

ALTERNATIVES

1. Direct staff to prepare an item for inclusion on the 2022 ballot regarding establishing City Council, City Clerk, and City Treasurer term limits: and/or

2. Direct staff on the term limits to be proposed, i.e the number of terms by position, and if there are to be any allowances for a break in service; and/or

3. Direct staff to bring back term limit options at another time; and/or

4. Direct staff not to pursue adding term limits to the 2022 ballot: and/or

5. Provide staff with an alternate direction.

LEGAL REVIEW
Not Applicable.

ATTACHMENTS
None
AGENDA

BALDWIN PARK FINANCE AUTHORITY

VIRTUAL REGULAR MEETING
COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706

March 16, 2022

7:00 PM

THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC

Audio Streaming will be available at:
https://www.youtube.com/channel/UCFLZ0_dDFRjy59rhiDZ13Fg/featured?view_as=subscriber http://baldwinpark.granicus.com/ViewPublisher.php?view_id=10 Audio Streaming Simultaneously in Spanish will be available at:
https://www.youtube.com/channel/UC3bPFBIHcoPIks1XqetmGcA

Emmanuel J. Estrada - Chair
Daniel Damian - Vice Chair
Alejandra Avila - Board Member
Monica Garcia - Board Member
Paul C. Hernandez - Board Member

PUBLIC COMMENTS
The public is encouraged to address the
City Council or any of its Agencies listed
on this agenda on any matter posted on
the agenda or on any other matter within
its jurisdiction. In accordance with
Chapter 39 of the Baldwin Park Municipal
Code, Speakers must address the
Council as a whole and refrain from
making impertinent, slanderous, or
profane remarks or disrupt the peace of
the meeting.

COMENTARIOS DEL PÚBLICO
Se invita al público a dirigirse al Concilio o
cualquiera otra de sus Agencias nombradas en
esta agenda, para hablar sobre cualquier asunto
publicado en la agenda o cualquier tema que
esté bajo su jurisdicción. De acuerdo con el
capítulo 39 del Código Muni cipal de la Ciudad
de Baldwin Park, los comentaros deben se
dirigidos al Concilio como una sola entidad, y no
ser impertinentes, difamatorios, o profanos, o
interrumpir la paz de la reunión.

FINANCE AUTHORITY
VIRTUAL REGULAR MEETING – 7:00 PM

CALL TO ORDER

ROLL CALL
Board Members: Alejandra Avila, Monica Garcia, Paul C. Hernandez, Vice Chair Daniel Damian, and Chair Emmanuel J. Estrada

PUBLIC COMMUNICATIONS

THIS IS THE TIME SET ASIDE TO ADDRESS THE CITY COUNCIL

PLEASE NOTIFY THE CITY CLERK IF YOU REQUIRE THE SERVICES OF AN INTERPRETER No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances ex ist.

The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons; or 2) Direct staff to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2]

ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO

FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETE No se podra tomar acción en algún asunto a menos que sea incluido en la agenda, o a menos que exista algúna emergencia o circunstancia especial. El cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciónes o preguntas hechas por personas; o 2) Dirigir personal a investigar y/o fijar asuntos para tomar en consideración en juntas proximas. [Codigo de Gobierno §54954.2]

If you wish to comment on agenda items, please email your name, City of residence, item number and a phone number where you will be available between the hours of 7:00 PM to 8:00 PM on March 16, 2022 to [email protected]. You will be contacted by a staff member and will be granted 3 (three) minutes t o speak live during the meeting . If you are a non-English Speaker and require translation services in anoth er language other than Spanish, please indicate your request in your communication up to 48 hours prior to the meeting . If large numbers of persons wishing to speak are gathered (a reduction of the speaking time allotted for each speaker may be announced). A one hour limit may be placed on the time for public communications so that City business can be conducted, after which time, communications can resume.

CONSENT CALENDAR

1. Treasurer’s Report – January 2022
Staff recommends that the Board receive and file the Treasurer’s Report for January 2022.

ADJOURNMENT

PLEASE NOTE: Copies of staff reports and supporting documentation pertaining to each item on this agenda are available for public viewing and inspection at City Hall, 2nd Floor Lobby Area or at the Los Angeles County Public Library in the City of Baldwin Park. For further information regarding agenda items, please contact the office of the City Clerk at (626) 960 -4011 ext. 466 or via e- mail at [email protected].

In compliance with the Ame ricans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the Public Works Department or Risk Management at (626) 960 -4011. Notification 48 hours prior to the meeting will enable staff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE II)

CERTIFICATION

I, Marlen Garcia, Secretary of the Finance Authority hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 10th day of March, 2022.

Marlen Garcia,
City Clerk

STAFF REPORT
ITEM NO. ________1_________
TO: Honorable Chair and Board Members of the Financing
Authority
FROM: Rose Tam, Director of Finance
DATE: March 16, 2022
SUBJECT: Treasurer’s Report – January 2022

SUMMARY
Attached is the Treasurer’s Report for the month of January 2022. The Treasurer’s Report lists all cash for the City which includes the Baldwin Park Financing Authority, the Housing Authority, and the Successor Agency to the Community Development Commission (CDC). All investments are in compliance with the City’s Investment Policy and the California Government Code.

RECOMMENDATION
Staff recommends that the Board receive and file the Treasurer’s Report for January 2022.

FISCAL IMPACT
None

BACKGROUND
City of Baldwin Park Investment Policy requires the Treasurer’s Report be submitted to the Mayor and City Council on a monthly basis.

LEGAL REVIEW
Not Applicable

ATTACHMENT

1. Exhibit “A”, Treasurer’s Report

AGENDA

BALDWIN PARK HOUSING AUTHORITY

VIRTUAL REGULAR MEETING
COUNCIL CHAMBER - 14403 E. Pacific Avenue, Baldwin Park, 91706

March 16, 2022

7:00 PM

THE COUNCIL CHAMBER WILL BE CLOSED TO THE PUBLIC.

Audio Streaming will be available at:
https://www.youtube.com/channel/UCFLZ0_dDFRjy59rhiDZ13Fg/featured?view_as=subscriber http://baldwinpark.granicus.com/ViewPublisher.php?view_id=10 Audio Streaming Simultaneously in Spanish will be available at:
https://www.youtube.com/channel/UC3bPFBIHcoPIks1XqetmGcA

Emmanuel J. Estrada - Chair
Daniel Damian - Vice Chair
Alejandra Avila Board Member
Monica Garcia - Board Member
Paul C. Hernandez - Board Member

PUBLIC COMMENTS
The public is encouraged to address the
City Council or any of its Agencies listed
on this agenda on any matter posted on
the agenda or on any other matter within
its jurisdiction. In accordance with
Chapter 39 of the Baldwin Park Municipal
Code, Speakers must address the
Council as a whole and refrain from
making impertinent, slanderous, or
profane remarks or disrupt the peace of
the meeting.

COMENTARIOS DEL PÚBLICO
Se invita al público a dirigirse al Concilio o
cualquiera otra de sus Agencias nombradas en
esta agenda, para hablar sobre cualquier asunto
publicado en la agenda o cualquier tema que
esté bajo su jurisdicción. De acuerdo con el
capítulo 39 del Código Muni cipal de la Ciudad
de Baldwin Park, los comentaros deben se
dirigidos al Concilio como una sola entidad, y no
ser impertinentes, difamatorios, o profanos, o
interrumpir la paz de la reunión.

HOUSING AUTHORITY
VIRTUAL REGULAR MEETING – 7:00 PM

CALL TO ORDER

ROLL CALL
Board Members: Alejandra Avila, Monica Garcia, Paul C. Hernandez, Vice Chair Daniel Damian, and Chair Emmanuel J. Estrada

PUBLIC COMMUNICATIONS
Three (3) minute speaking time limit
Tres (3) minutos será el limite para hablar

THIS IS THE TIME SET ASIDE TO ADDRESS THE CITY COUNCIL

PLEASE NOTIFY THE CITY CLERK IF YOU REQUIRE THE SERVICES OF AN INTERPRETER No action may be taken on a matter unless it is listed on the agenda, or unless certain emergency or special circumstances exist. The legislative body or its staff may: 1) Briefly respond to statements made or questions asked by persons; or 2) Direct staf f to investigate and/or schedule matters for consideration at a future meeting. [Government Code §54954.2]

ESTE ES EL PERIODO DESIGNADO PARA DIRIGIRSE AL CONCILIO

FAVOR DE NOTIFICAR A LA SECRETARIA SI REQUIERE LOS SERVICIOS DEL INTERPRETE No se podra tom ar acción en algún asunto a menos que sea incluido en la agenda, o a menos que exista algúna emergencia o circunstancia especial. El cuerpo legislativo y su personal podran: 1) Responder brevemente a declaraciónes o preguntas hechas por personas; o 2) Diri gir personal a investigar y/o fijar asuntos para tomar en consideración en juntas proximas. [Codigo de Gobierno §54954.2]

If you wish to comment on agenda items, please email your name, City of residence, item number and a phone number where you will be available between the hours of 7:00 PM to 8:00 PM on March 16, 2022 to [email protected].

You will be contacted by a staff member and will be granted 3 (three) minu tes to speak live during the meeting. If you are a non-English Speaker and require translation services in anoth er language other than Spanish , please indicate your request in your communication up to 48 hours prior to the meeting . If large numbers of pers ons wishing to speak are gathered (a reduction of the speaking time allotted for each speaker may be announced). A one hour limit may be placed on the time for public communications so that City business can be conducted, after which time, communications can resume.

CONSENT CALENDAR

1. Baldwin Park Housing Authority’s Warrants and Demands Staff recommends that the Board ratify the attached Warrants and Demands Register.

2. Treasurer’s Report – January 2022
Staff recommends that the Board receive and file the Treasurer’s Report for January 2022.

ADJOURNMENT

PLEASE NOTE: Copies of staff reports and supporting documentation pertaining to each item on this agenda are available for pub lic viewing and inspection at City Hall, 2 nd Floor Lobby Area or at the Los Angeles County Public Library in the City of Baldwin Park. For further information regarding agenda items, please contact the office of the City Clerk at (626) 960 -4011 ext. 466 or via e -mail at [email protected].

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please co ntact the Public Works Department or Risk Management at (626) 960 -4011. Notification 48 hours prior to the meeting will enable sta ff to make reasonable arrangements to ensure accessibility to this meeting. (28 CFR 34.102.104 ADA TITLE II)

CERTIFICATION
I, Marlen Garcia, Secretary of the Housing Authority hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 10th day of March, 2022.

Marlen Garcia,
City Clerk

________ _________

STAFF REPORT
ITEM NO. 1
TO: Honorable Chair and Board Members of the Housing
Authority
FROM: Rose Tam, Director of Finance
DATE: March 16, 2022
SUBJECT: Baldwin Park Housing Authority’s Warrants and Demands

SUMMARY
Attached are the Warrants and Demands Registers for the City of Baldwin Park Housing Authority to be ratified by the Board.

RECOMMENDATION
Staff recommends that the Board ratify the attached Warrants and Demands Register.

FISCAL IMPACT
The total of the Warrants and Demands for Housing Authority was $ 521,112.79.

BACKGROUND
The attached Claims and Demands report format meets the required information as set out in the California Government Code. Staff has reviewed the requests for expenditures for the appropriate budgetary approval and for the authorization from the department head or its designee. Pursuant to Section 37208 of the California Government Code, the Chief Executive Officer or his/her designee does hereby certify to the accuracy of the demands hereinafter referred. Payments released since the previous meeting and the following is a summary of the payment released:

1. The February 4 to March 3,2022 Warant check numbers 72534 through 72546 in the amount of $4,716.09 and Automated Clearing House (ACH) In the amount of $516,396.70 were made on behalf of City of Baldwin Park Housing Authority constituting of claims and demands, are herewith presented to the Board as required by law, and hereby ratified.

LEGAL REVIEW
Not Applicable

ATTACHMENT

1. Happy Check Register

2. Happy Check Register ACH

STAFF REPORT
ITEM NO. ________2_________
TO: Honorable Chair and Board Members of the Housing Authority FROM: Rose Tam, Director of Finance
DATE: March 16, 2022
SUBJECT: Treasurer’s Report – January 2022

SUMMARY
Attached is the Treasurer’s Report for the month of January 2022. The Treasurer’s Report lists all cash for the City which includes the Baldwin Park Financing Authority, the Housing Authority, and the Successor Agency to the Community Development Commission (CDC). All investments are in compliance with the City’s Investment Policy and the California Government Code.

RECOMMENDATION
Staff recommends that the Board receive and file the Treasurer’s Report for January 2022.

FISCAL IMPACT
None

BACKGROUND
City of Baldwin Park Investment Policy requires the Treasurer’s Report be submitted to the Mayor and City Council on a monthly basis.

LEGAL REVIEW
Not Applicable

ATTACHMENT

1. Exhibit “A”, Treasurer’s Report