City of Redlands
Redlands Boulevard
B/ California Street - Texas Street
24 Hour Directional Volume Count
RED099
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 87 3 76
12:15 2 84 2 83
12:30 8 86 4 100
12:45 7 77 20 334 2 85 11 344 31 678
01:00 3 94 1 95
01:15 2 96 3 76
01:30 5 92 1 83
01:45 3 99 13 381 1 75 6 329 19 710
02:00 3 83 6 91
02:15 4 78 2 68
02:30 5 101 3 81
02:45 8 93 20 355 5 102 16 342 36 697
03:00 5 88 4 78
03:15 2 103 0 88
03:30 6 100 3 112
03:45 5 111 18 402 2 95 9 373 27 775
04:00 3 133 5 96
04:15 0 147 8 68
04:30 3 125 2 78
04:45 1 110 7 515 12 57 27 299 34 814
05:00 6 137 5 82
05:15 7 131 6 59
05:30 9 153 16 61
05:45 8 85 30 506 23 67 50 269 80 775
06:00 8 109 19 60
06:15 19 80 27 39
06:30 14 81 34 50
06:45 22 56 63 326 30 61 110 210 173 536
07:00 41 72 31 44
07:15 44 58 53 50
07:30 51 34 51 46
07:45 45 50 181 214 68 41 203 181 384 395
08:00 66 46 82 49
08:15 47 49 89 30
08:30 61 35 94 37
08:45 49 31 223 161 81 23 346 139 569 300
09:00 53 29 56 17
09:15 54 27 57 16
09:30 58 20 48 14
09:45 70 19 235 95 66 23 227 70 462 165
10:00 67 22 91 15
10:15 65 10 79 10
10:30 102 12 92 11
10:45 75 11 309 55 72 8 334 44 643 99
11:00 88 17 86 8
11:15 99 8 66 7
11:30 99 8 94 5
11:45 83 3 369 36 82 5 328 25 697 61
Total 1488 3380 1488 3380 1667 2625 1667 2625 3155 6005 Combined
Total 4868 4868 4292 4292 9160
AM Peak - 11:00 - - - 08:00 - - - - -
Vol. - 369 - - - 346 - - - - -
P.H.F. 0.932 0.920
PM Peak - - 04:45 - - - 03:15 - - - -
Vol. - - 531 - - - 391 - - - -
P.H.F. 0.868 0.873
Percentag
e
30.6% 69.4% 38.8% 61.2%
ADT/AADT ADT 9,160 AADT 9,160
Redlands Regular Meeting 06-07-2022 964 of 1593
City of Redlands
Redlands Boulevard
B/ Texas Street - Eureka Street
24 Hour Directional Volume Count
RED100
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 138 9 94
12:15 5 138 3 87
12:30 7 139 3 98
12:45 9 173 30 588 1 100 16 379 46 967
01:00 4 171 3 112
01:15 6 172 6 92
01:30 3 142 3 92
01:45 4 152 17 637 7 95 19 391 36 1028
02:00 1 116 4 94
02:15 7 131 5 95
02:30 7 140 1 114
02:45 6 147 21 534 6 115 16 418 37 952
03:00 6 174 6 93
03:15 7 191 0 107
03:30 3 168 6 172
03:45 2 189 18 722 6 106 18 478 36 1200
04:00 4 195 5 105
04:15 6 199 4 79
04:30 5 162 4 76
04:45 3 184 18 740 11 83 24 343 42 1083
05:00 10 157 5 94
05:15 12 215 9 73
05:30 6 198 18 69
05:45 10 148 38 718 18 65 50 301 88 1019
06:00 14 139 19 68
06:15 20 93 29 76
06:30 21 101 35 63
06:45 34 90 89 423 42 68 125 275 214 698
07:00 42 87 44 62
07:15 53 77 65 53
07:30 61 51 78 59
07:45 87 68 243 283 98 54 285 228 528 511
08:00 124 62 108 46
08:15 108 73 148 32
08:30 79 47 127 49
08:45 99 45 410 227 76 35 459 162 869 389
09:00 105 35 88 33
09:15 88 26 80 30
09:30 92 34 66 16
09:45 112 20 397 115 79 23 313 102 710 217
10:00 93 17 81 17
10:15 108 21 108 9
10:30 127 15 87 10
10:45 108 11 436 64 90 8 366 44 802 108
11:00 112 16 100 8
11:15 122 12 98 9
11:30 142 4 123 7
11:45 132 13 508 45 110 9 431 33 939 78
Total 2225 5096 2225 5096 2122 3154 2122 3154 4347 8250 Combined
Total 7321 7321 5276 5276 12597
AM Peak - 11:00 - - - 07:45 - - - - -
Vol. - 508 - - - 481 - - - - -
P.H.F. 0.894 0.813
PM Peak - - 04:45 - - - 03:15 - - - -
Vol. - - 754 - - - 490 - - - -
P.H.F. 0.877 0.712
Percentag
e
30.4% 69.6% 40.2% 59.8%
ADT/AADT ADT 12,597 AADT 12,597
Redlands Regular Meeting 06-07-2022 965 of 1593
City of Redlands
Redlands Boulevard
B/ Eureka Street - Citrus Avenue
24 Hour Directional Volume Count
RED101
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 138 11 151
12:15 7 140 7 154
12:30 12 99 8 144
12:45 14 134 50 511 12 153 38 602 88 1113
01:00 11 134 10 158
01:15 12 129 6 156
01:30 3 98 9 123
01:45 7 139 33 500 5 133 30 570 63 1070
02:00 7 134 10 148
02:15 6 116 4 160
02:30 7 116 6 153
02:45 7 147 27 513 10 160 30 621 57 1134
03:00 9 161 7 124
03:15 1 163 5 176
03:30 3 177 8 274
03:45 5 152 18 653 4 176 24 750 42 1403
04:00 6 162 6 169
04:15 7 185 9 148
04:30 3 162 15 146
04:45 9 170 25 679 14 149 44 612 69 1291
05:00 12 188 19 148
05:15 11 163 23 148
05:30 18 169 31 145
05:45 15 152 56 672 35 95 108 536 164 1208
06:00 24 124 42 106
06:15 16 124 43 117
06:30 29 123 64 110
06:45 38 120 107 491 78 85 227 418 334 909
07:00 53 132 79 108
07:15 48 98 90 107
07:30 53 90 138 101
07:45 75 91 229 411 161 95 468 411 697 822
08:00 122 77 181 88
08:15 134 74 237 95
08:30 91 51 200 75
08:45 95 54 442 256 141 60 759 318 1201 574
09:00 95 49 111 61
09:15 95 47 122 56
09:30 88 44 131 47
09:45 102 46 380 186 130 43 494 207 874 393
10:00 85 33 147 44
10:15 104 23 125 28
10:30 89 22 120 33
10:45 97 25 375 103 151 22 543 127 918 230
11:00 120 29 130 26
11:15 119 26 153 20
11:30 99 16 144 18
11:45 118 15 456 86 166 22 593 86 1049 172
Total 2198 5061 2198 5061 3358 5258 3358 5258 5556 10319 Combined
Total 7259 7259 8616 8616 15875
AM Peak - 11:00 - - - 07:45 - - - - -
Vol. - 456 - - - 779 - - - - -
P.H.F. 0.851 0.822
PM Peak - - 04:15 - - - 03:15 - - - -
Vol. - - 705 - - - 795 - - - -
P.H.F. 0.938 0.725
Percentag
e
30.3% 69.7% 39.0% 61.0%
ADT/AADT ADT 15,875 AADT 15,875
Redlands Regular Meeting 06-07-2022 966 of 1593
City of Redlands
Redlands Boulevard
B/ Citrus Avenue - Highland Avenue
24 Hour Directional Volume Count
RED102
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 08-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 206 3 98
12:15 13 153 6 123
12:30 10 156 4 101
12:45 10 162 43 677 3 101 16 423 59 1100
01:00 3 180 3 115
01:15 2 148 3 113
01:30 6 134 3 106
01:45 5 179 16 641 6 110 15 444 31 1085
02:00 11 173 2 130
02:15 6 146 7 128
02:30 9 174 3 130
02:45 4 146 30 639 5 107 17 495 47 1134
03:00 2 189 3 111
03:15 4 163 1 156
03:30 8 153 7 164
03:45 3 169 17 674 3 125 14 556 31 1230
04:00 4 203 2 88
04:15 6 179 11 93
04:30 6 200 11 82
04:45 21 176 37 758 7 97 31 360 68 1118
05:00 10 259 12 98
05:15 9 243 11 107
05:30 17 213 28 113
05:45 16 199 52 914 30 97 81 415 133 1329
06:00 28 187 33 84
06:15 31 175 51 94
06:30 40 168 56 100
06:45 44 135 143 665 64 84 204 362 347 1027
07:00 45 111 79 72
07:15 40 105 128 68
07:30 68 116 164 87
07:45 101 82 254 414 233 57 604 284 858 698
08:00 85 92 251 80
08:15 102 79 257 57
08:30 93 89 193 59
08:45 102 47 382 307 132 46 833 242 1215 549
09:00 110 51 101 39
09:15 85 48 87 27
09:30 92 41 96 25
09:45 102 24 389 164 116 29 400 120 789 284
10:00 108 42 105 31
10:15 93 23 88 14
10:30 128 24 96 12
10:45 113 21 442 110 110 13 399 70 841 180
11:00 104 18 101 14
11:15 141 15 115 8
11:30 147 15 120 8
11:45 155 11 547 59 119 9 455 39 1002 98
Total 2352 6022 2352 6022 3069 3810 3069 3810 5421 9832 Combined
Total 8374 8374 6879 6879 15253
AM Peak - 11:00 - - - 07:45 - - - - -
Vol. - 547 - - - 934 - - - - -
P.H.F. 0.882 0.909
PM Peak - - 05:00 - - - 03:00 - - - -
Vol. - - 914 - - - 556 - - - -
P.H.F. 0.882 0.848
Percentag
e
28.1% 71.9% 44.6% 55.4%
ADT/AADT ADT 15,253 AADT 15,253
Redlands Regular Meeting 06-07-2022 967 of 1593
City of Redlands
Redlands Boulevard
B/ Highland Avenue - Ford Street
24 Hour Directional Volume Count
RED103
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 87 17 121
12:15 4 81 8 116
12:30 5 77 4 109
12:45 8 77 21 322 11 110 40 456 61 778
01:00 3 84 5 124
01:15 3 82 8 132
01:30 2 81 4 117
01:45 2 89 10 336 2 131 19 504 29 840
02:00 2 80 5 136
02:15 3 75 5 133
02:30 4 86 4 152
02:45 7 90 16 331 9 156 23 577 39 908
03:00 2 90 4 194
03:15 1 113 3 171
03:30 3 92 3 201
03:45 4 85 10 380 7 205 17 771 27 1151
04:00 3 74 5 182
04:15 8 71 5 149
04:30 7 81 9 180
04:45 15 72 33 298 10 182 29 693 62 991
05:00 13 65 14 215
05:15 18 85 14 197
05:30 21 69 25 176
05:45 35 75 87 294 25 180 78 768 165 1062
06:00 40 63 19 158
06:15 62 85 39 135
06:30 63 60 44 128
06:45 104 66 269 274 60 115 162 536 431 810
07:00 69 54 84 127
07:15 125 48 74 75
07:30 147 61 101 114
07:45 187 41 528 204 102 103 361 419 889 623
08:00 203 56 121 70
08:15 183 36 84 79
08:30 159 32 102 55
08:45 122 29 667 153 89 45 396 249 1063 402
09:00 89 27 90 39
09:15 86 22 81 35
09:30 78 21 76 38
09:45 76 33 329 103 80 26 327 138 656 241
10:00 78 18 101 37
10:15 77 17 97 31
10:30 70 12 90 24
10:45 95 22 320 69 116 18 404 110 724 179
11:00 72 12 104 30
11:15 93 11 117 22
11:30 78 6 119 12
11:45 69 8 312 37 131 9 471 73 783 110
Total 2602 2801 2602 2801 2327 5294 2327 5294 4929 8095 Combined
Total 5403 5403 7621 7621 13024
AM Peak - 07:45 - - - 11:00 - - - - -
Vol. - 732 - - - 471 - - - - -
P.H.F. 0.901 0.899
PM Peak - - 02:45 - - - 04:30 - - - -
Vol. - - 385 - - - 774 - - - -
P.H.F. 0.852 0.900
Percentag
e
48.2% 51.8% 30.5% 69.5%
ADT/AADT ADT 13,024 AADT 13,024
Redlands Regular Meeting 06-07-2022 968 of 1593
City of Redlands
Reservoir Road
B/ Ford Street - Wabash Avenue
24 Hour Directional Volume Count
RED104
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 24 0 60
12:15 3 23 3 25
12:30 0 11 4 22
12:45 3 18 7 76 2 16 9 123 16 199
01:00 1 18 0 25
01:15 0 17 7 21
01:30 0 18 1 23
01:45 0 11 1 64 1 23 9 92 10 156
02:00 1 15 2 21
02:15 0 19 0 24
02:30 0 16 2 18
02:45 2 15 3 65 1 23 5 86 8 151
03:00 0 15 1 30
03:15 0 28 0 32
03:30 0 24 0 19
03:45 0 24 0 91 0 28 1 109 1 200
04:00 1 22 2 20
04:15 0 31 2 17
04:30 2 25 2 18
04:45 1 24 4 102 7 21 13 76 17 178
05:00 1 28 6 23
05:15 0 23 1 18
05:30 0 20 7 21
05:45 1 21 2 92 10 28 24 90 26 182
06:00 3 26 12 24
06:15 5 16 8 23
06:30 7 16 17 20
06:45 7 22 22 80 22 13 59 80 81 160
07:00 21 17 17 21
07:15 30 18 24 10
07:30 45 25 48 9
07:45 35 13 131 73 53 13 142 53 273 126
08:00 17 17 70 13
08:15 19 13 48 16
08:30 16 12 29 7
08:45 11 24 63 66 27 4 174 40 237 106
09:00 10 10 20 9
09:15 13 10 22 7
09:30 3 7 21 2
09:45 10 9 36 36 10 2 73 20 109 56
10:00 11 7 10 4
10:15 10 6 21 2
10:30 16 6 20 6
10:45 13 3 50 22 13 3 64 15 114 37
11:00 12 2 12 5
11:15 22 5 22 3
11:30 41 3 19 1
11:45 30 2 105 12 36 2 89 11 194 23
Total 424 779 424 779 662 795 662 795 1086 1574
Combined
Total 1203 1203 1457 1457 2660
AM Peak - 07:00 - - - 07:30 - - - - -
Vol. - 131 - - - 219 - - - - -
P.H.F. 0.728 0.782
PM Peak - - 04:15 - - - 12:00 - - - -
Vol. - - 108 - - - 123 - - - -
P.H.F. 0.871 0.513
Percentag
e
35.2% 64.8% 45.4% 54.6%
ADT/AADT ADT 2,660 AADT 2,660
Redlands Regular Meeting 06-07-2022 969 of 1593
City of Redlands
Rossmont Drive
S/ Valle Vista Drive
24 Hour Directional Volume Count
RED105
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 8 0 10
12:15 1 10 0 11
12:30 1 6 0 4
12:45 0 3 2 27 0 8 0 33 2 60
01:00 1 7 1 8
01:15 0 4 0 7
01:30 0 5 1 9
01:45 0 6 1 22 0 10 2 34 3 56
02:00 0 8 0 3
02:15 0 5 1 6
02:30 0 8 0 8
02:45 0 8 0 29 0 10 1 27 1 56
03:00 0 7 0 6
03:15 0 5 0 8
03:30 0 4 1 10
03:45 0 6 0 22 0 9 1 33 1 55
04:00 0 9 0 12
04:15 2 9 0 9
04:30 1 7 0 11
04:45 0 10 3 35 1 12 1 44 4 79
05:00 0 5 0 14
05:15 2 9 0 9
05:30 3 2 6 16
05:45 0 3 5 19 0 7 6 46 11 65
06:00 3 4 1 11
06:15 2 5 1 6
06:30 3 10 2 8
06:45 9 3 17 22 5 7 9 32 26 54
07:00 8 6 4 7
07:15 8 5 9 11
07:30 11 2 3 4
07:45 21 3 48 16 3 5 19 27 67 43
08:00 17 3 6 9
08:15 17 0 6 4
08:30 7 3 8 4
08:45 9 0 50 6 12 7 32 24 82 30
09:00 7 4 4 4
09:15 9 0 5 5
09:30 10 1 6 4
09:45 15 2 41 7 7 2 22 15 63 22
10:00 7 2 9 3
10:15 7 0 9 2
10:30 15 2 8 2
10:45 6 1 35 5 5 1 31 8 66 13
11:00 6 1 3 0
11:15 5 2 9 2
11:30 5 0 6 1
11:45 13 0 29 3 8 1 26 4 55 7
Total 231 213 231 213 150 327 150 327 381 540
Combined
Total 444 444 477 477 921
AM Peak - 07:30 - - - 09:45 - - - - -
Vol. - 66 - - - 33 - - - - -
P.H.F. 0.786 0.688
PM Peak - - 04:00 - - - 04:45 - - - -
Vol. - - 35 - - - 51 - - - -
P.H.F. 0.875 0.797
Percentag
e
52.0% 48.0% 31.4% 68.6%
ADT/AADT ADT 921 AADT 921
Redlands Regular Meeting 06-07-2022 970 of 1593
City of Redlands
San Bernardino Avenue
B/ Tennessee Street - Orange Street
24 Hour Directional Volume Count
RED106
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 77 11 89
12:15 15 80 12 91
12:30 7 78 13 109
12:45 8 93 40 328 13 90 49 379 89 707
01:00 8 106 6 79
01:15 7 74 10 99
01:30 6 87 9 98
01:45 4 79 25 346 6 92 31 368 56 714
02:00 2 94 14 83
02:15 6 86 7 99
02:30 7 91 6 97
02:45 11 82 26 353 4 104 31 383 57 736
03:00 7 87 4 107
03:15 5 116 6 115
03:30 15 93 16 136
03:45 26 84 53 380 5 159 31 517 84 897
04:00 28 88 8 152
04:15 19 83 8 125
04:30 46 81 11 148
04:45 60 76 153 328 14 155 41 580 194 908
05:00 47 98 21 136
05:15 67 100 15 140
05:30 66 107 26 142
05:45 70 93 250 398 29 147 91 565 341 963
06:00 76 101 30 133
06:15 90 102 39 134
06:30 134 97 32 137
06:45 106 88 406 388 49 113 150 517 556 905
07:00 125 72 61 114
07:15 135 69 59 118
07:30 164 76 73 101
07:45 193 68 617 285 73 112 266 445 883 730
08:00 179 70 82 78
08:15 151 88 95 99
08:30 87 62 61 69
08:45 127 51 544 271 44 79 282 325 826 596
09:00 69 47 49 81
09:15 88 51 57 84
09:30 85 38 60 56
09:45 88 37 330 173 66 51 232 272 562 445
10:00 98 46 65 57
10:15 74 43 65 37
10:30 92 23 59 29
10:45 87 12 351 124 67 30 256 153 607 277
11:00 69 16 75 40
11:15 71 19 74 24
11:30 77 9 74 24
11:45 97 8 314 52 65 24 288 112 602 164
Total 3109 3426 3109 3426 1748 4616 1748 4616 4857 8042 Combined
Total 6535 6535 6364 6364 12899
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 687 - - - 323 - - - - -
P.H.F. 0.890 0.850
PM Peak - - 05:30 - - - 03:45 - - - -
Vol. - - 403 - - - 584 - - - -
P.H.F. 0.942 0.918
Percentag
e
47.6% 52.4% 27.5% 72.5%
ADT/AADT ADT 12,899 AADT 12,899
Redlands Regular Meeting 06-07-2022 971 of 1593
City of Redlands
San Bernardino Avenue
B/ Orange Street - University Street
24 Hour Directional Volume Count
RED107
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 61 11 58
12:15 9 69 5 63
12:30 7 83 3 91
12:45 8 116 30 329 4 84 23 296 53 625
01:00 3 86 6 73
01:15 9 88 6 57
01:30 5 62 3 75
01:45 6 85 23 321 4 53 19 258 42 579
02:00 6 75 1 71
02:15 2 74 2 73
02:30 5 87 4 83
02:45 2 94 15 330 4 65 11 292 26 622
03:00 2 71 3 78
03:15 5 96 6 60
03:30 5 82 12 85
03:45 6 124 18 373 7 74 28 297 46 670
04:00 5 108 9 81
04:15 7 109 13 68
04:30 4 124 30 86
04:45 12 123 28 464 35 90 87 325 115 789
05:00 14 119 19 97
05:15 11 123 35 89
05:30 22 154 48 102
05:45 29 149 76 545 54 108 156 396 232 941
06:00 15 138 70 81
06:15 33 120 67 68
06:30 31 99 85 82
06:45 41 88 120 445 80 68 302 299 422 744
07:00 50 100 74 52
07:15 51 92 100 62
07:30 81 75 121 59
07:45 86 97 268 364 115 56 410 229 678 593
08:00 97 59 109 65
08:15 87 67 101 63
08:30 94 47 78 45
08:45 47 45 325 218 79 30 367 203 692 421
09:00 51 54 49 31
09:15 49 49 70 28
09:30 51 38 63 25
09:45 51 27 202 168 66 18 248 102 450 270
10:00 51 25 59 19
10:15 43 28 54 19
10:30 50 19 57 12
10:45 62 17 206 89 61 4 231 54 437 143
11:00 66 25 54 5
11:15 51 9 59 8
11:30 57 12 55 7
11:45 56 21 230 67 65 7 233 27 463 94
Total 1541 3713 1541 3713 2115 2778 2115 2778 3656 6491 Combined
Total 5254 5254 4893 4893 10147
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 364 - - - 446 - - - - -
P.H.F. 0.938 0.921
PM Peak - - 05:15 - - - 05:00 - - - -
Vol. - - 564 - - - 396 - - - -
P.H.F. 0.916 0.917
Percentag
e
29.3% 70.7% 43.2% 56.8%
ADT/AADT ADT 10,147 AADT 10,147
Redlands Regular Meeting 06-07-2022 972 of 1593
City of Redlands
San Bernardino Avenue
B/ University Street - Wabash Avenue
24 Hour Directional Volume Count
RED108
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 46 6 39
12:15 7 40 1 53
12:30 4 56 4 81
12:45 5 86 23 228 0 59 11 232 34 460
01:00 1 57 1 58
01:15 5 74 3 33
01:30 4 53 3 46
01:45 4 70 14 254 2 44 9 181 23 435
02:00 3 35 0 70
02:15 2 47 3 56
02:30 1 67 1 58
02:45 2 62 8 211 6 49 10 233 18 444
03:00 0 59 2 46
03:15 4 72 3 58
03:30 2 71 8 76
03:45 5 79 11 281 8 57 21 237 32 518
04:00 5 75 5 72
04:15 6 86 7 39
04:30 4 79 20 57
04:45 8 98 23 338 18 61 50 229 73 567
05:00 12 78 8 68
05:15 8 89 15 61
05:30 17 91 26 66
05:45 22 101 59 359 26 64 75 259 134 618
06:00 11 98 49 53
06:15 28 69 26 42
06:30 23 75 50 54
06:45 31 51 93 293 64 43 189 192 282 485
07:00 45 56 42 26
07:15 50 62 77 42
07:30 75 46 102 41
07:45 74 51 244 215 99 54 320 163 564 378
08:00 69 42 98 39
08:15 64 36 82 20
08:30 67 29 61 30
08:45 39 43 239 150 50 27 291 116 530 266
09:00 32 34 30 16
09:15 28 30 44 17
09:30 38 22 43 21
09:45 55 17 153 103 49 12 166 66 319 169
10:00 37 14 34 19
10:15 38 19 39 18
10:30 37 15 43 3
10:45 45 11 157 59 38 3 154 43 311 102
11:00 44 16 26 3
11:15 38 11 26 7
11:30 38 10 31 2
11:45 38 9 158 46 49 7 132 19 290 65
Total 1182 2537 1182 2537 1428 1970 1428 1970 2610 4507 Combined
Total 3719 3719 3398 3398 7117
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 282 - - - 381 - - - - -
P.H.F. 0.940 0.934
PM Peak - - 05:15 - - - 03:15 - - - -
Vol. - - 379 - - - 263 - - - -
P.H.F. 0.938 0.812
Percentag
e
31.8% 68.2% 42.0% 58.0%
ADT/AADT ADT 7,117 AADT 7,117
Redlands Regular Meeting 06-07-2022 973 of 1593
City of Redlands
San Bernardino Avenue
B/ Mountain View Avenue - California Street
24 Hour Directional Volume Count
RED109
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 94 28 83
12:15 13 103 10 81
12:30 29 90 29 78
12:45 11 102 64 389 16 90 83 332 147 721
01:00 13 87 5 102
01:15 14 108 15 105
01:30 8 118 15 153
01:45 11 124 46 437 12 158 47 518 93 955
02:00 15 84 9 86
02:15 6 91 7 105
02:30 13 108 22 158
02:45 17 112 51 395 20 126 58 475 109 870
03:00 14 121 12 94
03:15 29 108 10 113
03:30 37 164 9 160
03:45 62 135 142 528 24 127 55 494 197 1022
04:00 24 187 17 121
04:15 40 174 30 109
04:30 73 183 32 133
04:45 103 166 240 710 44 93 123 456 363 1166
05:00 49 214 29 99
05:15 43 209 37 115
05:30 69 205 38 108
05:45 97 163 258 791 62 110 166 432 424 1223
06:00 77 176 47 91
06:15 69 137 39 93
06:30 68 79 68 84
06:45 88 93 302 485 91 74 245 342 547 827
07:00 81 53 117 75
07:15 94 71 104 66
07:30 83 45 107 49
07:45 107 36 365 205 143 62 471 252 836 457
08:00 96 41 108 37
08:15 61 26 108 36
08:30 59 25 84 29
08:45 67 30 283 122 75 24 375 126 658 248
09:00 80 24 64 22
09:15 83 38 55 31
09:30 74 15 62 36
09:45 63 19 300 96 66 31 247 120 547 216
10:00 76 28 59 27
10:15 79 20 75 32
10:30 65 29 70 32
10:45 78 13 298 90 83 19 287 110 585 200
11:00 74 22 71 17
11:15 86 22 63 20
11:30 72 34 91 17
11:45 86 15 318 93 85 11 310 65 628 158
Total 2667 4341 2667 4341 2467 3722 2467 3722 5134 8063 Combined
Total 7008 7008 6189 6189 13197
AM Peak - 07:15 - - - 07:00 - - - - -
Vol. - 380 - - - 471 - - - - -
P.H.F. 0.888 0.823
PM Peak - - 04:45 - - - 03:15 - - - -
Vol. - - 794 - - - 521 - - - -
P.H.F. 0.928 0.814
Percentag
e
38.1% 61.9% 39.9% 60.1%
ADT/AADT ADT 13,197 AADT 13,197
Redlands Regular Meeting 06-07-2022 974 of 1593
City of Redlands
San Mateo Street
B/ Brookside Avenue - Fern Avenue
24 Hour Directional Volume Count
RED110
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 63 1 98
12:15 2 57 4 112
12:30 2 61 4 136
12:45 4 202 10 383 6 90 15 436 25 819
01:00 2 113 2 80
01:15 2 70 4 73
01:30 0 65 1 102
01:45 4 53 8 301 3 111 10 366 18 667
02:00 2 103 3 98
02:15 2 122 1 79
02:30 3 68 0 68
02:45 4 107 11 400 5 97 9 342 20 742
03:00 0 79 1 142
03:15 2 87 0 92
03:30 3 100 2 104
03:45 2 80 7 346 4 105 7 443 14 789
04:00 6 69 0 96
04:15 4 67 1 106
04:30 13 60 3 130
04:45 9 48 32 244 0 123 4 455 36 699
05:00 9 79 4 134
05:15 13 81 3 118
05:30 13 66 9 129
05:45 35 61 70 287 9 117 25 498 95 785
06:00 27 60 13 119
06:15 40 59 9 85
06:30 45 38 23 71
06:45 57 50 169 207 35 59 80 334 249 541
07:00 56 43 39 57
07:15 86 43 54 50
07:30 156 37 108 39
07:45 206 30 504 153 159 60 360 206 864 359
08:00 167 18 114 52
08:15 179 20 122 30
08:30 179 26 89 43
08:45 105 20 630 84 48 32 373 157 1003 241
09:00 73 18 50 32
09:15 67 14 48 22
09:30 58 19 52 21
09:45 65 16 263 67 49 17 199 92 462 159
10:00 69 13 52 11
10:15 71 10 45 6
10:30 60 3 36 14
10:45 58 10 258 36 53 14 186 45 444 81
11:00 57 6 63 8
11:15 79 3 59 8
11:30 79 3 69 3
11:45 71 4 286 16 73 4 264 23 550 39
Total 2248 2524 2248 2524 1532 3397 1532 3397 3780 5921 Combined
Total 4772 4772 4929 4929 9701
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 731 - - - 503 - - - - -
P.H.F. 0.887 0.791
PM Peak - - 00:45 - - - 04:30 - - - -
Vol. - - 450 - - - 505 - - - -
P.H.F. 0.557 0.942
Percentag
e
47.1% 52.9% 31.1% 68.9%
ADT/AADT ADT 9,701 AADT 9,701
Redlands Regular Meeting 06-07-2022 975 of 1593
City of Redlands
San Mateo Street
B/ Fern Avenue - Highland Avenue
24 Hour Directional Volume Count
RED111
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 39 1 69
12:15 1 43 5 82
12:30 1 37 3 92
12:45 4 139 10 258 5 66 14 309 24 567
01:00 4 85 2 70
01:15 3 52 3 47
01:30 1 47 1 86
01:45 2 39 10 223 2 100 8 303 18 526
02:00 4 70 2 105
02:15 0 82 0 56
02:30 1 55 0 57
02:45 4 69 9 276 3 71 5 289 14 565
03:00 0 64 1 105
03:15 1 60 1 61
03:30 2 70 1 88
03:45 1 50 4 244 1 89 4 343 8 587
04:00 3 49 2 85
04:15 1 54 1 91
04:30 7 47 2 107
04:45 6 44 17 194 1 95 6 378 23 572
05:00 6 56 7 134
05:15 7 58 3 90
05:30 8 42 6 100
05:45 15 44 36 200 4 84 20 408 56 608
06:00 15 42 11 92
06:15 28 40 10 72
06:30 39 32 22 58
06:45 37 41 119 155 34 53 77 275 196 430
07:00 40 38 36 47
07:15 62 30 62 36
07:30 110 32 108 36
07:45 147 23 359 123 139 36 345 155 704 278
08:00 139 20 76 37
08:15 136 15 80 24
08:30 157 19 83 38
08:45 86 17 518 71 41 28 280 127 798 198
09:00 53 14 35 21
09:15 47 10 33 26
09:30 34 9 63 17
09:45 41 12 175 45 36 16 167 80 342 125
10:00 46 7 37 9
10:15 52 5 34 6
10:30 40 2 26 6
10:45 34 5 172 19 43 10 140 31 312 50
11:00 37 3 39 5
11:15 56 2 47 3
11:30 48 2 49 5
11:45 49 3 190 10 53 3 188 16 378 26
Total 1619 1818 1619 1818 1254 2714 1254 2714 2873 4532 Combined
Total 3437 3437 3968 3968 7405
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 579 - - - 403 - - - - -
P.H.F. 0.922 0.725
PM Peak - - 00:45 - - - 04:15 - - - -
Vol. - - 323 - - - 427 - - - -
P.H.F. 0.581 0.797
Percentag
e
47.1% 52.9% 31.6% 68.4%
ADT/AADT ADT 7,405 AADT 7,405
Redlands Regular Meeting 06-07-2022 976 of 1593
City of Redlands
San Timoteo Canyon Road
B/ Fern Avenue - Barton Road
24 Hour Directional Volume Count
RED112
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 25-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 58 15 52
12:15 15 64 5 68
12:30 3 67 7 59
12:45 7 102 35 291 8 31 35 210 70 501
01:00 4 76 4 57
01:15 2 67 0 57
01:30 5 57 6 60
01:45 2 64 13 264 8 55 18 229 31 493
02:00 2 81 3 63
02:15 5 85 5 70
02:30 5 71 5 91
02:45 3 106 15 343 5 79 18 303 33 646
03:00 4 32 5 120
03:15 7 84 10 73
03:30 12 70 5 99
03:45 6 63 29 249 3 96 23 388 52 637
04:00 13 87 7 103
04:15 16 42 9 132
04:30 14 87 9 117
04:45 24 63 67 279 10 104 35 456 102 735
05:00 17 66 11 99
05:15 30 46 17 106
05:30 51 96 20 59
05:45 42 82 140 290 27 70 75 334 215 624
06:00 50 84 32 55
06:15 60 66 33 58
06:30 75 96 51 30
06:45 109 51 294 297 31 49 147 192 441 489
07:00 109 53 43 46
07:15 102 68 59 38
07:30 118 25 43 47
07:45 128 31 457 177 46 45 191 176 648 353
08:00 106 26 65 38
08:15 104 16 64 32
08:30 110 19 35 30
08:45 85 13 405 74 52 28 216 128 621 202
09:00 65 20 47 35
09:15 70 20 41 23
09:30 63 9 40 16
09:45 73 12 271 61 59 22 187 96 458 157
10:00 72 24 54 5
10:15 70 14 45 9
10:30 73 13 36 13
10:45 31 4 246 55 40 8 175 35 421 90
11:00 60 6 59 8
11:15 71 9 32 7
11:30 124 6 40 4
11:45 70 23 325 44 67 7 198 26 523 70
Total 2297 2424 2297 2424 1318 2573 1318 2573 3615 4997 Combined
Total 4721 4721 3891 3891 8612
AM Peak - 07:00 - - - 07:30 - - - - -
Vol. - 457 - - - 218 - - - - -
P.H.F. 0.893 0.838
PM Peak - - 02:00 - - - 04:00 - - - -
Vol. - - 343 - - - 456 - - - -
P.H.F. 0.809 0.864
Percentag
e
48.7% 51.3% 33.9% 66.1%
ADT/AADT ADT 8,612 AADT 8,612
Redlands Regular Meeting 06-07-2022 977 of 1593
City of Redlands
Sunset Drive
B/ Vinton Way - Alta Vista Drive
24 Hour Directional Volume Count
RED113
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 6 2 7
12:15 1 6 1 5
12:30 0 6 1 9
12:45 0 7 1 25 3 4 7 25 8 50
01:00 0 11 0 7
01:15 0 2 0 9
01:30 0 13 1 6
01:45 0 3 0 29 0 7 1 29 1 58
02:00 0 12 0 4
02:15 0 7 0 13
02:30 0 7 0 4
02:45 1 3 1 29 1 2 1 23 2 52
03:00 1 14 0 8
03:15 0 9 0 7
03:30 1 6 0 8
03:45 0 9 2 38 1 5 1 28 3 66
04:00 0 7 0 3
04:15 1 14 0 8
04:30 0 9 1 7
04:45 0 13 1 43 0 4 1 22 2 65
05:00 3 12 0 14
05:15 1 9 0 8
05:30 0 10 0 6
05:45 2 8 6 39 0 6 0 34 6 73
06:00 1 16 0 6
06:15 0 3 0 12
06:30 3 5 2 5
06:45 7 7 11 31 6 8 8 31 19 62
07:00 1 7 7 5
07:15 10 4 3 5
07:30 8 4 9 5
07:45 10 8 29 23 9 7 28 22 57 45
08:00 4 4 8 2
08:15 9 2 5 7
08:30 6 2 8 4
08:45 7 3 26 11 9 7 30 20 56 31
09:00 5 5 3 2
09:15 4 2 5 4
09:30 2 1 9 4
09:45 5 3 16 11 5 6 22 16 38 27
10:00 4 3 5 2
10:15 8 3 5 2
10:30 7 3 9 6
10:45 7 2 26 11 4 4 23 14 49 25
11:00 6 1 5 1
11:15 4 2 8 0
11:30 11 8 8 3
11:45 7 0 28 11 5 3 26 7 54 18
Total 147 301 147 301 148 271 148 271 295 572
Combined
Total 448 448 419 419 867
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 32 - - - 31 - - - - -
P.H.F. 0.800 0.861
PM Peak - - 04:15 - - - 05:00 - - - -
Vol. - - 48 - - - 34 - - - -
P.H.F. 0.857 0.607
Percentag
e
32.8% 67.2% 35.3% 64.7%
ADT/AADT ADT 867 AADT 867
Redlands Regular Meeting 06-07-2022 978 of 1593
City of Redlands
Sunset Drive
B/ Alta Vista Drive - Panorama Street
24 Hour Directional Volume Count
RED114
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 4 1 4
12:15 1 7 0 4
12:30 0 5 0 6
12:45 0 1 1 17 0 4 1 18 2 35
01:00 2 4 0 7
01:15 0 3 0 3
01:30 0 3 1 5
01:45 1 3 3 13 0 3 1 18 4 31
02:00 0 2 1 5
02:15 0 4 0 3
02:30 0 2 0 0
02:45 1 3 1 11 0 7 1 15 2 26
03:00 1 4 0 4
03:15 0 7 0 1
03:30 1 7 0 2
03:45 0 3 2 21 0 2 0 9 2 30
04:00 0 10 1 1
04:15 0 6 0 4
04:30 0 5 0 2
04:45 0 7 0 28 1 4 2 11 2 39
05:00 0 7 1 9
05:15 0 9 0 5
05:30 1 16 0 1
05:45 0 4 1 36 0 3 1 18 2 54
06:00 1 8 1 3
06:15 1 8 3 4
06:30 0 9 1 2
06:45 1 8 3 33 4 2 9 11 12 44
07:00 1 5 4 5
07:15 3 5 3 2
07:30 1 5 6 3
07:45 3 4 8 19 1 2 14 12 22 31
08:00 5 5 10 1
08:15 4 3 9 2
08:30 6 1 8 3
08:45 0 5 15 14 2 1 29 7 44 21
09:00 0 3 2 5
09:15 1 5 6 2
09:30 5 1 2 0
09:45 2 3 8 12 2 2 12 9 20 21
10:00 4 1 5 1
10:15 4 3 1 2
10:30 4 3 2 0
10:45 3 1 15 8 2 1 10 4 25 12
11:00 3 2 6 0
11:15 6 2 3 6
11:30 1 0 4 1
11:45 1 0 11 4 0 1 13 8 24 12
Total 68 216 68 216 93 140 93 140 161 356
Combined
Total 284 284 233 233 517
AM Peak - 07:45 - - - 08:00 - - - - -
Vol. - 18 - - - 29 - - - - -
P.H.F. 0.750 0.725
PM Peak - - 04:45 - - - 00:15 - - - -
Vol. - - 39 - - - 21 - - - -
P.H.F. 0.609 0.750
Percentag
e
23.9% 76.1% 39.9% 60.1%
ADT/AADT ADT 517 AADT 517
Redlands Regular Meeting 06-07-2022 979 of 1593
City of Redlands
Sunset Drive
B/ Serpentine Road - Vinton Way
24 Hour Directional Volume Count
RED115
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 4 3 2
12:15 0 8 0 4
12:30 1 5 0 3
12:45 0 10 2 27 0 3 3 12 5 39
01:00 0 4 0 6
01:15 0 8 0 9
01:30 0 7 0 6
01:45 0 4 0 23 0 7 0 28 0 51
02:00 0 9 0 9
02:15 0 7 0 6
02:30 0 10 1 5
02:45 0 9 0 35 2 5 3 25 3 60
03:00 0 6 0 8
03:15 0 6 0 6
03:30 0 11 0 5
03:45 0 8 0 31 0 7 0 26 0 57
04:00 0 13 0 5
04:15 1 6 1 5
04:30 0 11 0 5
04:45 0 9 1 39 0 4 1 19 2 58
05:00 0 7 2 8
05:15 0 9 0 4
05:30 4 10 1 5
05:45 0 17 4 43 0 12 3 29 7 72
06:00 0 5 0 9
06:15 1 8 3 2
06:30 2 3 6 4
06:45 3 8 6 24 9 5 18 20 24 44
07:00 2 10 8 4
07:15 5 5 7 7
07:30 6 5 12 7
07:45 3 0 16 20 7 2 34 20 50 40
08:00 7 2 9 8
08:15 1 2 8 1
08:30 8 0 9 5
08:45 9 2 25 6 1 1 27 15 52 21
09:00 5 2 6 6
09:15 5 2 6 0
09:30 5 1 5 0
09:45 4 3 19 8 7 1 24 7 43 15
10:00 3 0 3 0
10:15 3 1 2 1
10:30 4 1 5 0
10:45 2 0 12 2 4 0 14 1 26 3
11:00 3 0 6 0
11:15 5 2 9 2
11:30 5 1 2 1
11:45 7 0 20 3 9 1 26 4 46 7
Total 105 261 105 261 153 206 153 206 258 467
Combined
Total 366 366 359 359 725
AM Peak - 08:30 - - - 06:45 - - - - -
Vol. - 27 - - - 36 - - - - -
P.H.F. 0.750 0.750
PM Peak - - 05:00 - - - 01:15 - - - -
Vol. - - 43 - - - 31 - - - -
P.H.F. 0.632 0.861
Percentag
e
28.7% 71.3% 42.6% 57.4%
ADT/AADT ADT 725 AADT 725
Redlands Regular Meeting 06-07-2022 980 of 1593
City of Redlands
Sunset Drive
B/ Panorama Street - Franklin Avenue
24 Hour Directional Volume Count
RED116
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 8 1 7
12:15 2 8 0 8
12:30 1 9 0 6
12:45 0 3 3 28 0 7 1 28 4 56
01:00 0 10 1 6
01:15 0 9 0 7
01:30 0 5 0 9
01:45 0 11 0 35 0 8 1 30 1 65
02:00 0 20 0 6
02:15 1 13 0 8
02:30 0 8 1 5
02:45 0 12 1 53 0 11 1 30 2 83
03:00 0 13 0 2
03:15 0 16 0 8
03:30 0 14 0 9
03:45 0 17 0 60 0 5 0 24 0 84
04:00 0 21 1 6
04:15 0 9 0 7
04:30 1 6 0 7
04:45 2 17 3 53 1 12 2 32 5 85
05:00 0 18 1 9
05:15 3 14 2 5
05:30 3 16 1 7
05:45 1 7 7 55 2 13 6 34 13 89
06:00 5 9 1 4
06:15 6 11 1 6
06:30 9 16 5 5
06:45 7 8 27 44 5 5 12 20 39 64
07:00 10 7 10 8
07:15 15 3 18 6
07:30 33 9 19 2
07:45 18 2 76 21 7 6 54 22 130 43
08:00 16 8 13 5
08:15 14 1 6 6
08:30 18 3 9 2
08:45 7 6 55 18 6 4 34 17 89 35
09:00 12 4 5 2
09:15 1 1 6 1
09:30 7 1 1 2
09:45 9 3 29 9 12 1 24 6 53 15
10:00 8 2 5 5
10:15 6 2 3 2
10:30 12 2 6 0
10:45 13 2 39 8 5 1 19 8 58 16
11:00 13 4 3 0
11:15 9 0 6 2
11:30 11 3 8 0
11:45 6 1 39 8 6 1 23 3 62 11
Total 279 392 279 392 177 254 177 254 456 646
Combined
Total 671 671 431 431 1102
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 82 - - - 57 - - - - -
P.H.F. 0.621 0.750
PM Peak - - 03:15 - - - 04:15 - - - -
Vol. - - 68 - - - 35 - - - -
P.H.F. 0.810 0.729
Percentag
e
41.6% 58.4% 41.1% 58.9%
ADT/AADT ADT 1,102 AADT 1,102
Redlands Regular Meeting 06-07-2022 981 of 1593
City of Redlands
Sunnyside Avenue
B/ Fern Avenue - Cypress Avenue
24 Hour Directional Volume Count
RED117
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 4 0 5
12:15 0 2 0 4
12:30 0 2 0 5
12:45 0 3 2 11 0 4 0 18 2 29
01:00 2 3 1 3
01:15 0 4 0 5
01:30 0 3 0 2
01:45 0 3 2 13 0 8 1 18 3 31
02:00 0 8 0 3
02:15 0 5 0 7
02:30 0 1 0 2
02:45 0 3 0 17 0 11 0 23 0 40
03:00 0 4 0 5
03:15 0 8 0 4
03:30 0 4 1 4
03:45 1 3 1 19 0 4 1 17 2 36
04:00 0 5 0 5
04:15 0 5 0 6
04:30 0 4 0 5
04:45 1 6 1 20 0 7 0 23 1 43
05:00 0 4 0 5
05:15 0 6 0 5
05:30 2 4 0 4
05:45 0 3 2 17 0 4 0 18 2 35
06:00 3 3 0 8
06:15 2 1 0 4
06:30 3 3 2 4
06:45 4 3 12 10 1 6 3 22 15 32
07:00 5 1 0 2
07:15 6 2 2 1
07:30 15 3 3 3
07:45 6 4 32 10 3 1 8 7 40 17
08:00 9 2 7 2
08:15 5 3 7 2
08:30 3 2 1 1
08:45 6 4 23 11 1 2 16 7 39 18
09:00 0 3 2 3
09:15 5 1 2 2
09:30 3 1 4 0
09:45 3 3 11 8 1 0 9 5 20 13
10:00 1 0 2 1
10:15 4 0 8 1
10:30 6 1 2 0
10:45 3 1 14 2 3 2 15 4 29 6
11:00 6 0 3 1
11:15 4 2 2 1
11:30 2 0 4 0
11:45 3 0 15 2 2 2 11 4 26 6
Total 115 140 115 140 64 166 64 166 179 306
Combined
Total 255 255 230 230 485
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 36 - - - 20 - - - - -
P.H.F. 0.600 0.714
PM Peak - - 03:15 - - - 02:15 - - - -
Vol. - - 20 - - - 25 - - - -
P.H.F. 0.625 0.568
Percentag
e
45.1% 54.9% 27.8% 72.2%
ADT/AADT ADT 485 AADT 485
Redlands Regular Meeting 06-07-2022 982 of 1593
City of Redlands
Sunnyside Avenue
B/ Cypress Avenue - Smiley Heights Drive
24 Hour Directional Volume Count
RED118
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 5 1 3
12:15 0 4 0 5
12:30 0 3 0 2
12:45 0 3 1 15 0 1 1 11 2 26
01:00 0 2 0 3
01:15 0 2 0 0
01:30 0 3 0 10
01:45 0 3 0 10 1 2 1 15 1 25
02:00 0 3 2 2
02:15 0 4 0 2
02:30 0 7 0 5
02:45 0 2 0 16 0 3 2 12 2 28
03:00 0 5 1 3
03:15 1 4 1 4
03:30 0 5 0 2
03:45 0 7 1 21 0 2 2 11 3 32
04:00 0 2 0 5
04:15 0 2 0 4
04:30 0 3 0 2
04:45 0 3 0 10 0 9 0 20 0 30
05:00 1 4 0 6
05:15 1 3 0 6
05:30 0 5 0 8
05:45 0 4 2 16 0 4 0 24 2 40
06:00 0 2 0 6
06:15 2 8 1 5
06:30 1 3 1 7
06:45 0 1 3 14 0 4 2 22 5 36
07:00 1 0 1 5
07:15 2 4 3 1
07:30 2 5 2 3
07:45 7 0 12 9 2 3 8 12 20 21
08:00 8 1 2 0
08:15 3 1 4 2
08:30 5 0 4 1
08:45 5 1 21 3 1 4 11 7 32 10
09:00 3 2 2 2
09:15 6 0 2 2
09:30 5 0 1 0
09:45 4 1 18 3 0 1 5 5 23 8
10:00 4 2 2 0
10:15 6 0 3 4
10:30 2 2 1 1
10:45 2 0 14 4 1 1 7 6 21 10
11:00 1 0 3 0
11:15 3 1 0 0
11:30 2 0 5 1
11:45 2 1 8 2 4 2 12 3 20 5
Total 80 123 80 123 51 148 51 148 131 271
Combined
Total 203 203 199 199 402
AM Peak - 07:45 - - - 07:45 - - - - -
Vol. - 23 - - - 12 - - - - -
P.H.F. 0.719 0.750
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 21 - - - 29 - - - -
P.H.F. 0.750 0.806
Percentag
e
39.4% 60.6% 25.6% 74.4%
ADT/AADT ADT 402 AADT 402
Redlands Regular Meeting 06-07-2022 983 of 1593
City of Redlands
Tennessee Street / San Mateo Street
B/ Colton Avenue - Brookside Avenue
24 Hour Directional Volume Count
RED119
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 96 10 77
12:15 3 112 10 68
12:30 5 90 3 76
12:45 3 84 16 382 9 78 32 299 48 681
01:00 2 92 1 79
01:15 3 90 3 69
01:30 1 84 2 89
01:45 1 99 7 365 2 92 8 329 15 694
02:00 2 108 6 81
02:15 2 118 2 84
02:30 4 106 0 94
02:45 3 128 11 460 3 188 11 447 22 907
03:00 6 113 3 171
03:15 3 106 5 117
03:30 7 132 4 121
03:45 5 104 21 455 7 116 19 525 40 980
04:00 7 95 3 111
04:15 6 108 10 89
04:30 15 109 14 114
04:45 13 114 41 426 15 120 42 434 83 860
05:00 16 84 12 135
05:15 20 85 24 103
05:30 29 78 23 104
05:45 30 84 95 331 22 87 81 429 176 760
06:00 39 70 15 102
06:15 33 74 13 77
06:30 65 69 41 67
06:45 89 57 226 270 36 91 105 337 331 607
07:00 97 85 43 77
07:15 120 53 67 50
07:30 174 51 123 67
07:45 188 56 579 245 167 55 400 249 979 494
08:00 121 36 95 37
08:15 137 32 108 51
08:30 121 37 60 49
08:45 112 32 491 137 63 48 326 185 817 322
09:00 90 29 59 50
09:15 83 25 75 41
09:30 78 20 54 24
09:45 93 16 344 90 60 26 248 141 592 231
10:00 90 23 62 24
10:15 104 17 74 16
10:30 89 8 75 18
10:45 77 14 360 62 60 14 271 72 631 134
11:00 89 7 75 17
11:15 95 10 82 14
11:30 104 3 70 7
11:45 124 11 412 31 75 7 302 45 714 76
Total 2603 3254 2603 3254 1845 3492 1845 3492 4448 6746 Combined
Total 5857 5857 5337 5337 11194
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 620 - - - 493 - - - - -
P.H.F. 0.824 0.738
PM Peak - - 02:45 - - - 02:45 - - - -
Vol. - - 479 - - - 597 - - - -
P.H.F. 0.907 0.794
Percentag
e
44.4% 55.6% 34.6% 65.4%
ADT/AADT ADT 11,194 AADT 11,194
Redlands Regular Meeting 06-07-2022 984 of 1593
City of Redlands
Terracina Boulevard
B/ Barton Road - Olive Avenue
24 Hour Directional Volume Count
RED120
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 77 3 52
12:15 1 61 2 60
12:30 7 80 3 59
12:45 10 62 27 280 3 63 11 234 38 514
01:00 5 74 5 68
01:15 5 71 5 68
01:30 8 81 4 68
01:45 4 69 22 295 6 54 20 258 42 553
02:00 5 89 2 77
02:15 4 84 2 81
02:30 4 86 3 92
02:45 4 80 17 339 6 84 13 334 30 673
03:00 1 101 3 106
03:15 1 136 0 87
03:30 3 120 2 99
03:45 6 84 11 441 9 94 14 386 25 827
04:00 4 77 5 94
04:15 6 73 6 92
04:30 9 82 7 93
04:45 15 74 34 306 23 85 41 364 75 670
05:00 11 74 10 93
05:15 12 72 20 97
05:30 20 74 27 98
05:45 18 51 61 271 47 79 104 367 165 638
06:00 18 51 26 65
06:15 44 40 56 73
06:30 55 55 57 57
06:45 52 57 169 203 100 61 239 256 408 459
07:00 73 59 62 43
07:15 92 47 45 33
07:30 145 45 75 50
07:45 119 35 429 186 87 33 269 159 698 345
08:00 134 34 75 30
08:15 138 31 109 33
08:30 126 26 80 24
08:45 97 16 495 107 69 26 333 113 828 220
09:00 62 29 71 27
09:15 67 19 62 18
09:30 75 16 48 9
09:45 73 10 277 74 57 16 238 70 515 144
10:00 72 10 47 14
10:15 57 15 63 8
10:30 56 6 58 15
10:45 73 15 258 46 66 21 234 58 492 104
11:00 69 23 52 10
11:15 70 22 75 9
11:30 61 23 56 6
11:45 72 7 272 75 52 5 235 30 507 105
Total 2072 2623 2072 2623 1751 2629 1751 2629 3823 5252 Combined
Total 4695 4695 4380 4380 9075
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 536 - - - 351 - - - - -
P.H.F. 0.924 0.805
PM Peak - - 03:00 - - - 03:00 - - - -
Vol. - - 441 - - - 386 - - - -
P.H.F. 0.811 0.910
Percentag
e
44.1% 55.9% 40.0% 60.0%
ADT/AADT ADT 9,075 AADT 9,075
Redlands Regular Meeting 06-07-2022 985 of 1593
City of Redlands
Terracina Boulevard
B/ Olive Avenue - Cypress Avenue
24 Hour Directional Volume Count
RED121
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 09-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 56 4 48
12:15 2 61 3 48
12:30 5 65 2 58
12:45 3 55 18 237 4 45 13 199 31 436
01:00 5 65 6 80
01:15 4 78 3 66
01:30 6 72 6 52
01:45 7 73 22 288 6 58 21 256 43 544
02:00 6 74 4 70
02:15 4 80 2 63
02:30 4 82 2 80
02:45 2 73 16 309 6 78 14 291 30 600
03:00 1 86 5 98
03:15 0 116 3 83
03:30 4 115 1 82
03:45 6 73 11 390 8 89 17 352 28 742
04:00 4 72 6 81
04:15 5 58 5 85
04:30 6 73 7 93
04:45 10 63 25 266 18 75 36 334 61 600
05:00 12 61 12 98
05:15 8 61 17 92
05:30 19 55 29 90
05:45 18 48 57 225 42 83 100 363 157 588
06:00 18 43 35 58
06:15 41 39 43 76
06:30 49 48 42 58
06:45 50 45 158 175 88 52 208 244 366 419
07:00 58 56 68 51
07:15 85 47 51 33
07:30 139 47 48 34
07:45 123 32 405 182 70 41 237 159 642 341
08:00 117 36 74 29
08:15 127 30 103 36
08:30 119 26 79 23
08:45 98 14 461 106 69 25 325 113 786 219
09:00 60 27 72 26
09:15 56 18 61 23
09:30 64 18 53 10
09:45 61 8 241 71 45 12 231 71 472 142
10:00 65 9 43 12
10:15 70 11 53 7
10:30 39 7 51 18
10:45 56 15 230 42 74 16 221 53 451 95
11:00 69 21 58 11
11:15 56 13 49 13
11:30 57 27 65 6
11:45 70 9 252 70 59 3 231 33 483 103
Total 1896 2361 1896 2361 1654 2468 1654 2468 3550 4829 Combined
Total 4257 4257 4122 4122 8379
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 506 - - - 326 - - - - -
P.H.F. 0.910 0.791
PM Peak - - 02:45 - - - 05:00 - - - -
Vol. - - 390 - - - 363 - - - -
P.H.F. 0.841 0.926
Percentag
e
44.5% 55.5% 40.1% 59.9%
ADT/AADT ADT 8,379 AADT 8,379
Redlands Regular Meeting 06-07-2022 986 of 1593
City of Redlands
Texas Street
B/ Redlands Boulevard - Lugonia Avenue
24 Hour Directional Volume Count
RED122
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 72 7 51
12:15 8 62 3 64
12:30 1 78 5 61
12:45 6 73 22 285 7 61 22 237 44 522
01:00 7 61 2 56
01:15 3 71 6 81
01:30 5 79 2 79
01:45 4 83 19 294 2 65 12 281 31 575
02:00 6 86 3 62
02:15 2 84 1 79
02:30 2 87 4 82
02:45 3 99 13 356 3 64 11 287 24 643
03:00 3 128 0 62
03:15 4 88 1 75
03:30 3 83 4 93
03:45 3 116 13 415 2 100 7 330 20 745
04:00 3 113 4 87
04:15 5 106 4 82
04:30 6 103 5 87
04:45 12 99 26 421 3 75 16 331 42 752
05:00 6 137 12 66
05:15 5 105 16 69
05:30 5 115 19 85
05:45 9 114 25 471 24 86 71 306 96 777
06:00 9 80 13 69
06:15 22 106 35 71
06:30 24 70 42 59
06:45 24 76 79 332 50 70 140 269 219 601
07:00 36 59 48 52
07:15 37 62 89 60
07:30 40 57 118 37
07:45 77 61 190 239 142 40 397 189 587 428
08:00 76 57 83 50
08:15 72 49 103 49
08:30 62 51 83 39
08:45 67 44 277 201 48 35 317 173 594 374
09:00 43 36 51 32
09:15 48 32 58 26
09:30 55 27 48 26
09:45 55 30 201 125 46 14 203 98 404 223
10:00 45 21 50 20
10:15 55 25 58 14
10:30 47 15 53 11
10:45 46 10 193 71 55 7 216 52 409 123
11:00 50 6 64 9
11:15 70 12 48 7
11:30 55 13 58 9
11:45 57 8 232 39 69 13 239 38 471 77
Total 1290 3249 1290 3249 1651 2591 1651 2591 2941 5840 Combined
Total 4539 4539 4242 4242 8781
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 287 - - - 446 - - - - -
P.H.F. 0.932 0.785
PM Peak - - 05:00 - - - 03:30 - - - -
Vol. - - 471 - - - 362 - - - -
P.H.F. 0.859 0.905
Percentag
e
28.4% 71.6% 38.9% 61.1%
ADT/AADT ADT 8,781 AADT 8,781
Redlands Regular Meeting 06-07-2022 987 of 1593
City of Redlands
Texas Street
B/ Lugonia Avenue - San Bernardino Avenue
24 Hour Directional Volume Count
RED123
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 33 2 27
12:15 3 22 0 22
12:30 1 33 2 31
12:45 1 31 7 119 2 29 6 109 13 228
01:00 3 37 4 23
01:15 4 27 3 21
01:30 5 33 4 32
01:45 1 46 13 143 1 28 12 104 25 247
02:00 1 46 5 29
02:15 2 32 1 34
02:30 0 46 3 25
02:45 5 64 8 188 5 25 14 113 22 301
03:00 0 71 1 30
03:15 2 75 3 61
03:30 3 57 3 63
03:45 4 61 9 264 1 51 8 205 17 469
04:00 5 56 3 37
04:15 4 48 4 31
04:30 8 48 5 54
04:45 18 53 35 205 5 48 17 170 52 375
05:00 8 52 13 26
05:15 9 61 10 49
05:30 20 42 7 59
05:45 17 58 54 213 8 63 38 197 92 410
06:00 14 36 7 41
06:15 12 48 6 34
06:30 22 35 21 34
06:45 30 42 78 161 25 31 59 140 137 301
07:00 28 23 28 33
07:15 36 33 47 24
07:30 46 24 41 31
07:45 79 31 189 111 53 16 169 104 358 215
08:00 87 25 58 31
08:15 81 34 64 20
08:30 39 34 42 19
08:45 34 26 241 119 26 19 190 89 431 208
09:00 24 11 22 13
09:15 25 12 25 9
09:30 25 10 29 9
09:45 30 11 104 44 22 11 98 42 202 86
10:00 21 12 30 15
10:15 32 11 26 12
10:30 31 9 25 9
10:45 27 11 111 43 19 6 100 42 211 85
11:00 22 5 27 5
11:15 29 2 29 10
11:30 32 6 23 7
11:45 28 5 111 18 24 3 103 25 214 43
Total 960 1628 960 1628 814 1340 814 1340 1774 2968
Combined
Total 2588 2588 2154 2154 4742
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 293 - - - 217 - - - - -
P.H.F. 0.842 0.848
PM Peak - - 02:45 - - - 03:15 - - - -
Vol. - - 267 - - - 212 - - - -
P.H.F. 0.890 0.841
Percentag
e
37.1% 62.9% 37.8% 62.2%
ADT/AADT ADT 4,742 AADT 4,742
Redlands Regular Meeting 06-07-2022 988 of 1593
City of Redlands
Texas Street
B/ San Bernardino Avenue - Domestic Avenue
24 Hour Directional Volume Count
RED124
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 31 1 17
12:15 4 18 0 15
12:30 2 22 0 24
12:45 1 23 8 94 2 32 3 88 11 182
01:00 3 24 1 25
01:15 2 23 2 21
01:30 3 24 0 29
01:45 1 28 9 99 1 23 4 98 13 197
02:00 1 49 3 17
02:15 1 30 0 43
02:30 0 30 2 20
02:45 3 73 5 182 1 20 6 100 11 282
03:00 0 86 1 41
03:15 2 60 2 67
03:30 5 37 3 31
03:45 6 53 13 236 6 55 12 194 25 430
04:00 1 48 4 33
04:15 2 31 7 29
04:30 8 37 2 43
04:45 9 37 20 153 3 28 16 133 36 286
05:00 6 42 4 22
05:15 7 47 10 34
05:30 5 45 6 38
05:45 12 48 30 182 15 38 35 132 65 314
06:00 8 28 13 36
06:15 18 31 9 27
06:30 22 25 18 22
06:45 26 35 74 119 23 14 63 99 137 218
07:00 23 25 32 17
07:15 34 32 51 12
07:30 52 24 42 20
07:45 91 29 200 110 49 17 174 66 374 176
08:00 141 24 90 19
08:15 125 28 89 19
08:30 29 19 27 19
08:45 22 26 317 97 17 16 223 73 540 170
09:00 14 17 21 8
09:15 25 15 21 6
09:30 17 10 18 9
09:45 18 14 74 56 12 7 72 30 146 86
10:00 13 8 31 11
10:15 20 16 20 8
10:30 18 8 20 6
10:45 24 5 75 37 24 5 95 30 170 67
11:00 20 10 21 2
11:15 23 8 22 5
11:30 20 5 16 4
11:45 18 5 81 28 14 5 73 16 154 44
Total 906 1393 906 1393 776 1059 776 1059 1682 2452
Combined
Total 2299 2299 1835 1835 4134
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 409 - - - 270 - - - - -
P.H.F. 0.725 0.750
PM Peak - - 02:45 - - - 03:00 - - - -
Vol. - - 256 - - - 194 - - - -
P.H.F. 0.744 0.724
Percentag
e
39.4% 60.6% 42.3% 57.7%
ADT/AADT ADT 4,134 AADT 4,134
Redlands Regular Meeting 06-07-2022 989 of 1593
City of Redlands
University Street
B/ Cypress Avenue - Colton Avenue
24 Hour Directional Volume Count
RED125
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 25 122 19 128
12:15 28 118 15 152
12:30 16 141 20 131
12:45 21 123 90 504 11 122 65 533 155 1037
01:00 12 125 13 102
01:15 16 118 12 110
01:30 21 134 11 116
01:45 14 138 63 515 12 96 48 424 111 939
02:00 7 137 9 134
02:15 14 127 9 156
02:30 6 127 7 143
02:45 14 129 41 520 10 143 35 576 76 1096
03:00 7 135 18 121
03:15 11 130 16 116
03:30 9 135 39 144
03:45 6 122 33 522 28 141 101 522 134 1044
04:00 8 123 35 140
04:15 15 113 50 121
04:30 14 116 74 124
04:45 23 124 60 476 63 118 222 503 282 979
05:00 16 109 71 149
05:15 16 104 95 123
05:30 36 99 116 127
05:45 64 116 132 428 90 136 372 535 504 963
06:00 45 125 129 142
06:15 38 99 142 136
06:30 53 133 172 108
06:45 76 123 212 480 195 107 638 493 850 973
07:00 65 117 204 92
07:15 95 137 223 82
07:30 122 102 222 92
07:45 104 116 386 472 215 95 864 361 1250 833
08:00 119 119 170 90
08:15 102 113 153 73
08:30 108 98 162 71
08:45 134 85 463 415 145 70 630 304 1093 719
09:00 150 83 93 69
09:15 151 86 125 62
09:30 103 85 134 44
09:45 118 79 522 333 133 52 485 227 1007 560
10:00 89 68 112 59
10:15 112 69 118 43
10:30 119 40 102 23
10:45 131 51 451 228 154 25 486 150 937 378
11:00 96 41 110 23
11:15 97 35 115 24
11:30 113 33 126 25
11:45 108 28 414 137 134 18 485 90 899 227
Total 2867 5030 2867 5030 4431 4718 4431 4718 7298 9748 Combined
Total 7897 7897 9149 9149 17046
AM Peak - 08:30 - - - 07:00 - - - - -
Vol. - 543 - - - 864 - - - - -
P.H.F. 0.899 0.969
PM Peak - - 01:30 - - - 02:00 - - - -
Vol. - - 536 - - - 576 - - - -
P.H.F. 0.971 0.923
Percentag
e
36.3% 63.7% 48.4% 51.6%
ADT/AADT ADT 17,046 AADT 17,046
Redlands Regular Meeting 06-07-2022 990 of 1593
City of Redlands
University Street
B/ Colton Avenue - Lugonia Avenue
24 Hour Directional Volume Count
RED126
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 90 17 79
12:15 22 77 7 79
12:30 10 81 12 82
12:45 12 77 65 325 6 70 42 310 107 635
01:00 10 77 9 70
01:15 14 98 7 70
01:30 14 65 9 81
01:45 8 91 46 331 6 71 31 292 77 623
02:00 6 98 4 98
02:15 9 70 3 72
02:30 4 104 3 75
02:45 6 109 25 381 7 91 17 336 42 717
03:00 7 108 9 67
03:15 5 98 16 85
03:30 10 107 27 88
03:45 5 132 27 445 19 101 71 341 98 786
04:00 6 119 25 78
04:15 9 75 24 60
04:30 11 101 38 63
04:45 14 110 40 405 36 72 123 273 163 678
05:00 11 92 38 87
05:15 11 91 61 55
05:30 21 88 69 75
05:45 37 87 80 358 64 79 232 296 312 654
06:00 32 104 72 79
06:15 20 103 81 82
06:30 35 105 104 61
06:45 33 87 120 399 96 74 353 296 473 695
07:00 38 108 115 57
07:15 67 107 152 46
07:30 76 92 133 66
07:45 61 103 242 410 100 77 500 246 742 656
08:00 59 82 87 58
08:15 60 88 88 64
08:30 66 75 114 58
08:45 53 67 238 312 76 60 365 240 603 552
09:00 54 56 85 53
09:15 53 54 96 49
09:30 71 55 89 29
09:45 62 49 240 214 71 39 341 170 581 384
10:00 57 52 65 41
10:15 57 57 83 20
10:30 62 22 74 21
10:45 64 34 240 165 74 20 296 102 536 267
11:00 75 29 55 13
11:15 72 20 79 19
11:30 88 18 78 14
11:45 78 23 313 90 73 7 285 53 598 143
Total 1676 3835 1676 3835 2656 2955 2656 2955 4332 6790 Combined
Total 5511 5511 5611 5611 11122
AM Peak - 11:00 - - - 07:00 - - - - -
Vol. - 313 - - - 500 - - - - -
P.H.F. 0.889 0.822
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 456 - - - 352 - - - -
P.H.F. 0.864 0.871
Percentag
e
30.4% 69.6% 47.3% 52.7%
ADT/AADT ADT 11,122 AADT 11,122
Redlands Regular Meeting 06-07-2022 991 of 1593
City of Redlands
University Street
B/ Lugonia Avenue - San Bernardino Avenue
24 Hour Directional Volume Count
RED127
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 02-Sep-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 5 3 20
12:15 4 22 0 13
12:30 0 8 0 9
12:45 3 17 11 52 0 12 3 54 14 106
01:00 1 7 0 5
01:15 1 7 2 10
01:30 2 7 0 11
01:45 2 11 6 32 1 23 3 49 9 81
02:00 0 24 0 15
02:15 2 11 0 10
02:30 0 13 0 11
02:45 0 16 2 64 1 7 1 43 3 107
03:00 1 17 0 14
03:15 0 14 2 18
03:30 2 18 1 16
03:45 0 15 3 64 1 17 4 65 7 129
04:00 1 21 0 11
04:15 3 9 3 8
04:30 0 14 0 8
04:45 0 17 4 61 3 4 6 31 10 92
05:00 0 27 1 14
05:15 2 22 1 8
05:30 1 14 2 20
05:45 4 16 7 79 5 17 9 59 16 138
06:00 1 16 7 9
06:15 1 18 5 8
06:30 6 16 8 11
06:45 3 16 11 66 9 10 29 38 40 104
07:00 5 12 4 10
07:15 8 16 27 9
07:30 16 13 25 8
07:45 11 14 40 55 16 1 72 28 112 83
08:00 12 5 8 6
08:15 12 7 16 5
08:30 10 10 18 8
08:45 10 4 44 26 8 5 50 24 94 50
09:00 10 5 10 8
09:15 6 3 16 8
09:30 6 9 9 3
09:45 11 7 33 24 12 0 47 19 80 43
10:00 9 6 9 3
10:15 8 3 6 1
10:30 6 2 15 1
10:45 11 5 34 16 15 5 45 10 79 26
11:00 10 5 7 2
11:15 16 2 11 2
11:30 7 2 13 3
11:45 9 1 42 10 5 1 36 8 78 18
Total 237 549 237 549 305 428 305 428 542 977
Combined
Total 786 786 733 733 1519
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 51 - - - 76 - - - - -
P.H.F. 0.797 0.704
PM Peak - - 04:30 - - - 03:00 - - - -
Vol. - - 80 - - - 65 - - - -
P.H.F. 0.741 0.707
Percentag
e
30.2% 69.8% 41.6% 58.4%
ADT/AADT ADT 1,519 AADT 1,519
Redlands Regular Meeting 06-07-2022 992 of 1593
City of Redlands
Via Vista Drive
B/ Country Club Drive - Helena Lane
24 Hour Directional Volume Count
RED128
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 08-Sep-21 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 1 0 1
12:15 0 3 0 3
12:30 0 2 0 3
12:45 0 2 2 8 1 2 1 9 3 17
01:00 1 1 0 3
01:15 0 2 0 1
01:30 0 2 0 2
01:45 2 3 3 8 0 3 0 9 3 17
02:00 0 1 0 4
02:15 0 1 0 5
02:30 0 3 0 0
02:45 0 2 0 7 1 5 1 14 1 21
03:00 0 3 1 2
03:15 0 4 0 1
03:30 0 5 0 5
03:45 0 2 0 14 1 2 2 10 2 24
04:00 0 1 1 2
04:15 0 0 0 3
04:30 0 3 0 2
04:45 1 5 1 9 0 0 1 7 2 16
05:00 0 0 0 4
05:15 0 3 0 0
05:30 3 6 0 3
05:45 1 8 4 17 3 4 3 11 7 28
06:00 0 5 1 4
06:15 1 2 0 3
06:30 1 4 0 3
06:45 2 1 4 12 0 4 1 14 5 26
07:00 0 3 0 0
07:15 0 2 2 5
07:30 2 5 3 2
07:45 2 2 4 12 0 0 5 7 9 19
08:00 2 4 4 2
08:15 2 1 5 0
08:30 0 4 1 1
08:45 0 0 4 9 0 0 10 3 14 12
09:00 1 1 1 1
09:15 1 0 0 0
09:30 2 3 3 1
09:45 0 0 4 4 2 2 6 4 10 8
10:00 2 0 2 1
10:15 1 1 1 0
10:30 3 0 3 1
10:45 0 0 6 1 1 0 7 2 13 3
11:00 4 0 1 1
11:15 1 0 0 0
11:30 0 0 1 0
11:45 2 0 7 0 3 1 5 2 12 2
Total 39 101 39 101 42 92 42 92 81 193
Combined
Total 140 140 134 134 274
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 8 - - - 12 - - - - -
P.H.F. 1.000 0.600
PM Peak - - 05:15 - - - 01:30 - - - -
Vol. - - 22 - - - 14 - - - -
P.H.F. 0.688 0.700
Percentag
e
27.9% 72.1% 31.3% 68.7%
ADT/AADT ADT 274 AADT 274
Redlands Regular Meeting 06-07-2022 993 of 1593
City of Redlands
Wabash Avenue
B/ Fifth Avenue - Citrus Avenue
24 Hour Directional Volume Count
RED129
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 37 1 41
12:15 3 23 3 35
12:30 3 36 1 35
12:45 2 18 11 114 0 34 5 145 16 259
01:00 1 19 0 24
01:15 2 21 2 21
01:30 2 49 1 24
01:45 1 34 6 123 0 32 3 101 9 224
02:00 0 29 4 43
02:15 0 30 0 56
02:30 0 26 2 36
02:45 0 29 0 114 0 47 6 182 6 296
03:00 0 54 1 34
03:15 0 51 3 55
03:30 2 41 0 71
03:45 1 35 3 181 2 56 6 216 9 397
04:00 3 28 1 42
04:15 1 22 2 62
04:30 4 33 1 47
04:45 4 39 12 122 3 67 7 218 19 340
05:00 5 35 2 59
05:15 3 25 5 60
05:30 4 33 4 56
05:45 12 42 24 135 8 53 19 228 43 363
06:00 5 38 9 51
06:15 11 31 9 38
06:30 9 21 16 44
06:45 17 17 42 107 20 49 54 182 96 289
07:00 30 28 21 50
07:15 35 21 38 34
07:30 31 20 36 32
07:45 52 13 148 82 45 31 140 147 288 229
08:00 71 19 39 34
08:15 51 23 49 27
08:30 32 11 24 21
08:45 26 9 180 62 26 14 138 96 318 158
09:00 28 13 15 16
09:15 24 12 32 9
09:30 26 12 25 17
09:45 36 8 114 45 27 13 99 55 213 100
10:00 21 13 14 10
10:15 23 7 22 8
10:30 22 3 33 7
10:45 34 4 100 27 34 4 103 29 203 56
11:00 17 6 30 7
11:15 28 3 23 5
11:30 31 1 22 3
11:45 29 0 105 10 30 1 105 16 210 26
Total 745 1122 745 1122 685 1615 685 1615 1430 2737
Combined
Total 1867 1867 2300 2300 4167
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 206 - - - 169 - - - - -
P.H.F. 0.725 0.862
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 181 - - - 242 - - - -
P.H.F. 0.838 0.903
Percentag
e
39.9% 60.1% 29.8% 70.2%
ADT/AADT ADT 4,167 AADT 4,167
Redlands Regular Meeting 06-07-2022 994 of 1593
City of Redlands
Wabash Avenue
B/ Citrus Avenue - Colton Avenue
24 Hour Directional Volume Count
RED130
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 54 4 45
12:15 3 31 2 52
12:30 3 46 2 49
12:45 1 28 10 159 1 49 9 195 19 354
01:00 3 37 2 41
01:15 3 31 1 48
01:30 3 44 1 57
01:45 5 44 14 156 1 53 5 199 19 355
02:00 1 76 6 75
02:15 1 61 4 54
02:30 1 31 3 42
02:45 1 46 4 214 1 55 14 226 18 440
03:00 1 58 3 36
03:15 2 72 4 56
03:30 4 71 0 73
03:45 3 44 10 245 2 47 9 212 19 457
04:00 2 61 3 52
04:15 2 41 8 61
04:30 5 46 6 58
04:45 7 61 16 209 8 62 25 233 41 442
05:00 7 66 5 56
05:15 10 48 6 66
05:30 9 58 12 59
05:45 18 72 44 244 13 66 36 247 80 491
06:00 7 55 9 58
06:15 13 54 16 53
06:30 13 31 23 57
06:45 18 30 51 170 30 64 78 232 129 402
07:00 32 43 35 52
07:15 30 32 70 37
07:30 40 26 109 38
07:45 84 28 186 129 130 37 344 164 530 293
08:00 62 37 49 37
08:15 52 36 44 28
08:30 50 11 39 26
08:45 32 21 196 105 26 18 158 109 354 214
09:00 34 18 28 17
09:15 40 19 42 15
09:30 36 17 32 19
09:45 40 9 150 63 31 18 133 69 283 132
10:00 26 19 31 10
10:15 38 11 37 12
10:30 30 8 46 8
10:45 50 7 144 45 42 4 156 34 300 79
11:00 27 8 41 10
11:15 44 7 28 7
11:30 49 2 26 5
11:45 42 7 162 24 49 2 144 24 306 48
Total 987 1763 987 1763 1111 1944 1111 1944 2098 3707
Combined
Total 2750 2750 3055 3055 5805
AM Peak - 07:45 - - - 07:15 - - - - -
Vol. - 248 - - - 358 - - - - -
P.H.F. 0.738 0.688
PM Peak - - 03:15 - - - 05:15 - - - -
Vol. - - 248 - - - 249 - - - -
P.H.F. 0.861 0.943
Percentag
e
35.9% 64.1% 36.4% 63.6%
ADT/AADT ADT 5,805 AADT 5,805
Redlands Regular Meeting 06-07-2022 995 of 1593
City of Redlands
Wabash Avenue
B/ Colton Avenue - Sessums Drive
24 Hour Directional Volume Count
RED131
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 68 4 67
12:15 8 64 11 74
12:30 4 77 7 75
12:45 2 60 20 269 2 75 24 291 44 560
01:00 0 49 2 60
01:15 1 69 2 65
01:30 1 65 1 60
01:45 6 45 8 228 2 75 7 260 15 488
02:00 3 56 8 86
02:15 5 112 1 70
02:30 2 59 6 78
02:45 2 73 12 300 4 85 19 319 31 619
03:00 0 72 3 78
03:15 0 133 4 125
03:30 5 174 1 114
03:45 5 90 10 469 10 86 18 403 28 872
04:00 5 87 6 93
04:15 6 71 5 87
04:30 9 69 3 80
04:45 14 100 34 327 10 94 24 354 58 681
05:00 8 76 9 99
05:15 18 87 7 94
05:30 20 84 9 91
05:45 29 91 75 338 19 93 44 377 119 715
06:00 31 92 19 102
06:15 29 79 24 90
06:30 45 59 34 82
06:45 44 60 149 290 32 76 109 350 258 640
07:00 41 62 32 83
07:15 54 51 47 73
07:30 60 45 73 69
07:45 69 45 224 203 109 56 261 281 485 484
08:00 112 48 122 60
08:15 126 57 77 69
08:30 77 27 63 49
08:45 74 35 389 167 46 45 308 223 697 390
09:00 47 33 61 35
09:15 62 28 65 37
09:30 59 21 52 30
09:45 49 16 217 98 49 31 227 133 444 231
10:00 54 22 55 26
10:15 51 16 40 21
10:30 52 13 61 16
10:45 55 10 212 61 48 15 204 78 416 139
11:00 52 6 62 16
11:15 56 7 48 12
11:30 60 4 54 6
11:45 70 6 238 23 65 4 229 38 467 61
Total 1588 2773 1588 2773 1474 3107 1474 3107 3062 5880 Combined
Total 4361 4361 4581 4581 8942
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 389 - - - 381 - - - - -
P.H.F. 0.772 0.781
PM Peak - - 03:15 - - - 03:15 - - - -
Vol. - - 484 - - - 418 - - - -
P.H.F. 0.695 0.836
Percentag
e
36.4% 63.6% 32.2% 67.8%
ADT/AADT ADT 8,942 AADT 8,942
Redlands Regular Meeting 06-07-2022 996 of 1593
City of Redlands
Wabash Avenue
B/ Fifth Avenue - Panorama Drive
24 Hour Directional Volume Count
RED132
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 7 0 3
12:15 0 3 1 5
12:30 0 8 1 6
12:45 0 6 0 24 0 12 2 26 2 50
01:00 0 9 0 6
01:15 0 1 0 9
01:30 0 7 0 4
01:45 0 4 0 21 0 8 0 27 0 48
02:00 1 4 0 7
02:15 0 6 0 2
02:30 0 7 0 7
02:45 0 11 1 28 0 8 0 24 1 52
03:00 0 7 0 5
03:15 0 6 1 9
03:30 0 3 0 9
03:45 0 9 0 25 1 6 2 29 2 54
04:00 0 4 0 7
04:15 0 3 0 9
04:30 0 7 0 8
04:45 0 4 0 18 0 7 0 31 0 49
05:00 1 7 0 7
05:15 1 2 0 3
05:30 2 4 0 9
05:45 3 9 7 22 1 10 1 29 8 51
06:00 1 7 1 5
06:15 4 4 0 5
06:30 2 3 3 10
06:45 5 2 12 16 4 1 8 21 20 37
07:00 3 7 4 2
07:15 12 1 3 6
07:30 11 3 4 4
07:45 5 1 31 12 5 5 16 17 47 29
08:00 12 1 5 7
08:15 12 2 3 2
08:30 2 1 2 1
08:45 10 0 36 4 4 2 14 12 50 16
09:00 4 1 5 3
09:15 3 0 3 1
09:30 7 2 7 4
09:45 12 2 26 5 3 5 18 13 44 18
10:00 5 2 3 3
10:15 7 1 5 3
10:30 1 0 3 0
10:45 6 1 19 4 6 0 17 6 36 10
11:00 6 0 5 1
11:15 8 0 4 1
11:30 6 0 4 0
11:45 5 0 25 0 8 0 21 2 46 2
Total 157 179 157 179 99 237 99 237 256 416
Combined
Total 336 336 336 336 672
AM Peak - 07:15 - - - 11:00 - - - - -
Vol. - 40 - - - 21 - - - - -
P.H.F. 0.833 0.656
PM Peak - - 02:15 - - - 00:30 - - - -
Vol. - - 31 - - - 33 - - - -
P.H.F. 0.705 0.688
Percentag
e
46.7% 53.3% 29.5% 70.5%
ADT/AADT ADT 672 AADT 672
Redlands Regular Meeting 06-07-2022 997 of 1593
City of Redlands
Wabash Avenue
B/ Reservoir Road - Palo Alto Drive
24 Hour Directional Volume Count
RED133
Site Code: 105-21433
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 26-Aug-21 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 39 1 11
12:15 0 14 0 13
12:30 0 7 0 5
12:45 0 8 0 68 0 11 1 40 1 108
01:00 0 7 1 11
01:15 2 6 0 12
01:30 0 10 0 4
01:45 0 4 2 27 0 8 1 35 3 62
02:00 0 8 0 8
02:15 0 9 0 11
02:30 0 4 1 7
02:45 0 8 0 29 2 4 3 30 3 59
03:00 0 16 0 12
03:15 0 14 1 11
03:30 0 9 0 21
03:45 0 7 0 46 0 10 1 54 1 100
04:00 0 8 0 11
04:15 1 7 0 9
04:30 0 12 0 15
04:45 1 9 2 36 0 13 0 48 2 84
05:00 2 8 0 8
05:15 0 3 0 9
05:30 1 5 0 7
05:45 5 12 8 28 0 13 0 37 8 65
06:00 4 20 2 7
06:15 2 7 0 7
06:30 7 8 4 13
06:45 5 2 18 37 6 14 12 41 30 78
07:00 5 5 9 12
07:15 22 6 31 7
07:30 51 3 31 11
07:45 64 3 142 17 42 6 113 36 255 53
08:00 45 5 15 7
08:15 9 1 9 6
08:30 10 0 13 5
08:45 11 1 75 7 6 6 43 24 118 31
09:00 5 4 7 2
09:15 6 0 2 5
09:30 8 2 2 1
09:45 3 0 22 6 3 1 14 9 36 15
10:00 1 0 10 4
10:15 8 2 2 2
10:30 5 0 10 3
10:45 4 3 18 5 4 0 26 9 44 14
11:00 3 1 10 3
11:15 7 0 21 3
11:30 11 0 37 0
11:45 55 0 76 1 41 0 109 6 185 7
Total 363 307 363 307 323 369 323 369 686 676
Combined
Total 670 670 692 692 1362
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 182 - - - 119 - - - - -
P.H.F. 0.711 0.708
PM Peak - - 12:00 - - - 03:00 - - - -
Vol. - - 68 - - - 54 - - - -
P.H.F. 0.436 0.643
Percentag
e
54.2% 45.8% 46.7% 53.3%
ADT/AADT ADT 1,362 AADT 1,362
Redlands Regular Meeting 06-07-2022 998 of 1593
Appendix D
Speed Study Traffic Condition Summary Forms
Redlands Regular Meeting 06-07-2022 999 of 1593
ROADWAY: Alabama Street SEGMENT #1 DATE: 1/14/2022
LIMITS: b/t Barton Road and Park Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64-104 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential/Commercial Residential/Industrial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) N
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 14,656 (1)
14. Length of segment (miles) 0.73 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 33 - 55 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.86 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1000 of 1593
ROADWAY: Alabama Street SEGMENT #2 DATE: 1/14/2022
LIMITS: b/t Park Avenue and Lugiona Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64-86 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 25,408 (1)
14. Length of segment (miles) 0.67 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 32 - 46 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 84.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 33 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.99 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1001 of 1593
ROADWAY: Alabama Street SEGMENT #3 DATE: 1/14/2022
LIMITS: b/t City Limit s/o Santa Ana River and City Limit n/o Santa Ana River JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses Industrial None
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare None
9. Curb and gutter present Curb (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 21,183 (1)
14. Length of segment (miles) 0.87 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 58 (1)
2. Average speed (mph) 52 (1)
3. 50th percentile speed (mph) 51 (1)
4. Range of speeds (mph) 40 - 65 (1)
5. 10 mile per hour pace speed (mph) 47 - 56 (1)
6. Percent in 10 miles per hour pace 64.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.05 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Shoulder (Partial) (1)
E. Recommended speed limit (mph)3 55 55
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1002 of 1593
ROADWAY: Alessandro Road SEGMENT #4 DATE: 1/14/2022
LIMITS: b/t Crescent Avenue and Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) Y (Partial), Wall (Partial)
10. Sidewalks present N (1)
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 6,071 (1)
14. Length of segment (miles) 0.49 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 33 - 48 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 89.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1003 of 1593
ROADWAY: Alessandro Road SEGMENT #5 DATE: 1/14/2022
LIMITS: b/t Sunset Drive and Creekside Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-30 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 5,671 (1)
14. Length of segment (miles) 0.71 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 34 - 51 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.51 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other SB Slide Area/NB Trail (Partial) (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1004 of 1593
ROADWAY: Alessandro Road SEGMENT #6 DATE: 1/14/2022
LIMITS: b/t Creekside Drive and San Timoteo Canyon Road JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses None (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present N (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 4,662 (1)
14. Length of segment (miles) 0.22 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 44 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 77.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1005 of 1593
ROADWAY: Alta Vista Drive SEGMENT #7 DATE: 1/14/2022
LIMITS: b/t Florida Street and Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,583 (1)
14. Length of segment (miles) 0.55 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 32 - 52 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1006 of 1593
ROADWAY: Barton Road SEGMENT #8 DATE: 1/14/2022
LIMITS: b/t West City Limit and Terracina Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 82-88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 23,545 (1)
14. Length of segment (miles) 0.16 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 33 - 52 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.41 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1007 of 1593
ROADWAY: Barton Road SEGMENT #9 DATE: 1/14/2022
LIMITS: b/t Terracina Boulevard and Alabama Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 86-88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential Education
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 16,681 (1)
14. Length of segment (miles) 0.24 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 29 - 52 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 77.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.33 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1008 of 1593
ROADWAY: Barton Road SEGMENT #10 DATE: 1/14/2022
LIMITS: b/t Alabama Street and Lakeside Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 86-88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential/Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 12,049 (1)
14. Length of segment (miles) 0.31 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 31 - 50 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 65% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.97 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1009 of 1593
ROADWAY: Brockton Avenue SEGMENT #11 DATE: 1/14/2022
LIMITS: b/t New York Street and Texas Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,288 (1)
14. Length of segment (miles) 0.20 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 22 - 43 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 62.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 5.73 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1010 of 1593
ROADWAY: Brockton Avenue SEGMENT #12 DATE: 1/14/2022
LIMITS: b/t Texas Street and Church Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Park Residential/Utility
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N Y
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,161 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 26 - 47 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 64.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 31 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 6.65 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1011 of 1593
ROADWAY: Brockton Avenue SEGMENT #13 DATE: 1/14/2022
LIMITS: b/t Church Street and Judson Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,426 (1)
14. Length of segment (miles) 0.91 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.89 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1012 of 1593
ROADWAY: Brockton Avenue SEGMENT #14 DATE: 1/14/2022
LIMITS: b/t Judson Street and Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,444 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 26 - 45 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.90 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1013 of 1593
ROADWAY: Brookside Avenue SEGMENT #15 DATE: 1/14/2022
LIMITS: b/t Lakeside Avenue and Center Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64-68 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential Residential/Commercial
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare None
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,581 (1)
14. Length of segment (miles) 0.65 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 30 - 47 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.90 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1014 of 1593
ROADWAY: Brookside Avenue SEGMENT #16 DATE: 1/14/2022
LIMITS: b/t Center Street and Eureka Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 66-68 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Commercial Residential/Religious
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,844 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 24 - 44 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.13 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1015 of 1593
ROADWAY: Cajon Street SEGMENT #17 DATE: 1/14/2022
LIMITS: b/t Vine Street and Fern Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Commercial Commercial/Religious
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,345 (1)
14. Length of segment (miles) 0.26 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 22 - 41 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.60 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes / Bike Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1016 of 1593
ROADWAY: Cajon Street SEGMENT #18 DATE: 1/14/2022
LIMITS: b/t Fern Avenue and Garden Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (n/o Highland), 35 (s/o) (1)
6. Surrounding land uses Residential Residential/Education
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,581 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 43 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 15 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.98 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (Partial) / Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1017 of 1593
ROADWAY: California Street SEGMENT #19 DATE: 1/14/2022
LIMITS: b/t Palmetto Avenue and Almond Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 76-114 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,556 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 58.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 15 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.98 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1018 of 1593
ROADWAY: California Street SEGMENT #20 DATE: 1/14/2022
LIMITS: b/t Almond Avenue and Redlands Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 78-112 (1)
2. Number of through travel lanes by direction 3 3 (n/o Lugonia), 2 (s/o)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commercial/Industrial Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 21,194 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 32 - 51 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 86.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 14 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.04 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.44) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1019 of 1593
ROADWAY: Center Street SEGMENT #21 DATE: 1/14/2022
LIMITS: b/t State Street and Brookside Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 7,812 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.12 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Dip (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1020 of 1593
ROADWAY: Center Street SEGMENT #22 DATE: 1/14/2022
LIMITS: b/t Brookside Avenue and Cypress Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Education Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,106 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 22 - 44 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.55 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1021 of 1593
ROADWAY: Center Street SEGMENT #23 DATE: 1/14/2022
LIMITS: b/t Cypress Avenue and Crescent Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential Residential/Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 6,967 (1)
14. Length of segment (miles) 0.62 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.45 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1022 of 1593
ROADWAY: Center Street SEGMENT #24 DATE: 1/14/2022
LIMITS: b/t Crescent Avenue and Ridge Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28-38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 964 (1)
14. Length of segment (miles) 0.75 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 46 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.41 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1023 of 1593
ROADWAY: Central Avenue SEGMENT #25 DATE: 1/14/2022
LIMITS: b/t University Street and Judson Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32-35 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,221 (1)
14. Length of segment (miles) 0.60 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 22 - 44 (1)
5. 10 mile per hour pace speed (mph) 24 - 33 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 5.73 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1024 of 1593
ROADWAY: Church Street SEGMENT #26 DATE: 1/14/2022
LIMITS: b/t Pioneer Avenue and Redlands Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (Partial) (1)
4. On-street parking (Y/N) Y (Partial) Y
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Res./Commercial/Edu. Residential/Commercial
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 8,579 (1)
14. Length of segment (miles) 1.83 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 31 - 45 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 95.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 24 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.46 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Railroad, Bike Lanes/Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1025 of 1593
ROADWAY: Citrus Avenue SEGMENT #27 DATE: 1/14/2022
LIMITS: b/t Eureka Street and Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Commercial/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,557 (1)
14. Length of segment (miles) 0.15 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 31 (1)
4. Range of speeds (mph) 23-37 (1)
5. 10 mile per hour pace speed (mph) 27-36 (1)
6. Percent in 10 miles per hour pace 90.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes/Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1026 of 1593
ROADWAY: Citrus Avenue SEGMENT #28 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard and University Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P/R (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Commercial/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,078 (1)
14. Length of segment (miles) 0.50 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 30 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 21-40 (1)
5. 10 mile per hour pace speed (mph) 25-34 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 12 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.85 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes/Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1027 of 1593
ROADWAY: Citrus Avenue SEGMENT #29 DATE: 1/14/2022
LIMITS: b/t University Street and Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62-64 (1)
2. Number of through travel lanes by direction 1-2 2
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 10,491 (1)
14. Length of segment (miles) 1.50 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 31 - 50 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 13 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.80 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1028 of 1593
ROADWAY: Colton Avenue SEGMENT #30 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard and Church Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P, R (Partial) (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35
6. Surrounding land uses Commercial Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 10,159 (1)
14. Length of segment (miles) 1.80 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 29 - 48 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 70 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.64 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Railroad Crossing / Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1029 of 1593
ROADWAY: Colton Avenue SEGMENT #31 DATE: 1/14/2022
LIMITS: b/t Church Street and Grove Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44-48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (Partial) (1)
4. On-street parking (Y/N) N Y (Partial)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,506 (1)
14. Length of segment (miles) 0.67 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 83.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.82 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1030 of 1593
ROADWAY: Colton Avenue SEGMENT #32 DATE: 1/14/2022
LIMITS: b/t Grove Street and Lincoln Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (Partial) Y
13. Two-way daily traffic volume (ADT) 7,942 (1)
14. Length of segment (miles) 0.39 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 33 - 50 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 79.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.10 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1031 of 1593
ROADWAY: Colton Avenue SEGMENT #33 DATE: 1/14/2022
LIMITS: b/t Dearborn Avenue and Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,725 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 67.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.42 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1032 of 1593
ROADWAY: Crescent Avenue SEGMENT #34 DATE: 1/14/2022
LIMITS: b/t Ramona Drive and Serpentine Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32-44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,618 (1)
14. Length of segment (miles) 1.01 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.21 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Route / Bump (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1033 of 1593
ROADWAY: Crestview Road SEGMENT #35 DATE: 1/14/2022
LIMITS: b/t Ford Street to Buckingham Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections N Y (Partial)
13. Two-way daily traffic volume (ADT) 394 (1)
14. Length of segment (miles) 0.81 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 16 - 43 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 58.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1034 of 1593
ROADWAY: Cypress Avenue SEGMENT #36 DATE: 1/14/2022
LIMITS: b/t Terracina Boulevard to Center Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 70 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential / Commercial Residential / School
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) Rare Rare
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 5,521 (1)
14. Length of segment (miles) 1.14 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 30 - 48 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 7 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.09 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1035 of 1593
ROADWAY: Cypress Avenue SEGMENT #37 DATE: 1/14/2022
LIMITS: b/t Center Street to Redlands Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 70 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 7,497 (1)
14. Length of segment (miles) 0.77 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 31 - 51 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 76.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 11 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.93 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y Y
6. Other Bike Lanes / Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1036 of 1593
ROADWAY: Cypress Avenue SEGMENT #38 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 57 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 7,574 (1)
14. Length of segment (miles) 0.57 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 28 - 50 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.95 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N N
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1037 of 1593
ROADWAY: Dearborn Street SEGMENT #39 DATE: 1/14/2022
LIMITS: b/t 5th Avenue to Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 4,498 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 29 - 49 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1038 of 1593
ROADWAY: Dearborn Street SEGMENT #40 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y Y (Partial)
13. Two-way daily traffic volume (ADT) 3,088 (1)
14. Length of segment (miles) 0.42 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 36 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 24 - 43 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1039 of 1593
ROADWAY: Dearborn Street SEGMENT #41 DATE: 1/14/2022
LIMITS: b/t Lugonia Avenue to San Bernardino Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 1,656 (1)
14. Length of segment (miles) 0.42 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 30 - 54 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 64.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1040 of 1593
ROADWAY: Dearborn Street SEGMENT #42 DATE: 1/14/2022
LIMITS: b/t San Bernardino Avenue to Sessums Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Agriculture (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 1,305 (1)
14. Length of segment (miles) 0.27 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 23 - 48 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.61 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1041 of 1593
ROADWAY: Elizabeth Street SEGMENT #43 DATE: 1/14/2022
LIMITS: b/t Garden Street to Crescent Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 35 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 1,427 (1)
14. Length of segment (miles) 0.87 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 49 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 31 - 55 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 67.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.81 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1042 of 1593
ROADWAY: Fern Avenue SEGMENT #44 DATE: 1/14/2022
LIMITS: b/t Redlands Boulevard to Cajon Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present N (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,663 (1)
14. Length of segment (miles) 0.87 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 26 - 48 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 79.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1043 of 1593
ROADWAY: Fern Avenue SEGMENT #45 DATE: 1/14/2022
LIMITS: b/t Cajon Street to Center Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,021 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 23 - 43 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.68 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1044 of 1593
ROADWAY: Fern Avenue SEGMENT #46 DATE: 1/14/2022
LIMITS: b/t Center Street to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,844 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 28 - 50 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y N
2. School Crosswalk Y N
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Dip / Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1045 of 1593
ROADWAY: Fern Avenue SEGMENT #47 DATE: 1/14/2022
LIMITS: b/t San Mateo Street to Terracina Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,622 (1)
14. Length of segment (miles) 0.62 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.85 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1046 of 1593
ROADWAY: Fifth Avenue SEGMENT #48 DATE: 1/14/2022
LIMITS: b/t Ford Street to Dearborn Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 8,435 (1)
14. Length of segment (miles) 0.43 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 50 (1)
2. Average speed (mph) 45 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 35 - 56 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.61 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1047 of 1593
ROADWAY: Fifth Avenue SEGMENT #49 DATE: 1/14/2022
LIMITS: b/t Dearborn Street to Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Frequent Rare
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,622 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 49 (1)
2. Average speed (mph) 44 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 34 - 55 (1)
5. 10 mile per hour pace speed (mph) 39 - 48 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.85 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1048 of 1593
ROADWAY: Ford Street SEGMENT #50 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Fifth Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 63 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent None
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,207 (1)
14. Length of segment (miles) 0.32 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 35 - 53 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.44 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1049 of 1593
ROADWAY: Ford Street SEGMENT #51 DATE: 1/14/2022
LIMITS: b/t Fifth Avenue to Reservoir Road JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 34 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential/ Open (1)
7. Does surrounding land use have direct access Y (Partial) (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) N
10. Sidewalks present Y (Partial) N
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,687 (1)
14. Length of segment (miles) 0.45 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 30 - 50 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.59 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1050 of 1593
ROADWAY: Ford Street SEGMENT #52 DATE: 1/14/2022
LIMITS: b/t Reservoir Road to Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commercial / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 8,954 (1)
14. Length of segment (miles) 0.36 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 30 - 54 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 21 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 7.54 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1051 of 1593
ROADWAY: Ford Street SEGMENT #53 DATE: 1/14/2022
LIMITS: b/t Sunset Drive to Garden Hill Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,882 (1)
14. Length of segment (miles) 0.45 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 31 - 50 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1052 of 1593
ROADWAY: Franklin Avenue SEGMENT #54 DATE: 1/14/2022
LIMITS: b/t Eucalyptus Drive to Oak Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 0.39 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 677 (1)
14. Length of segment (miles) 0.38 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 36 (1)
2. Average speed (mph) 30 (1)
3. 50th percentile speed (mph) 30 (1)
4. Range of speeds (mph) 20 - 42 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Dip (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1053 of 1593
ROADWAY: Franklin Avenue SEGMENT #55 DATE: 1/14/2022
LIMITS: b/t Oak Street to Garden Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 757 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 24 - 45 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.72 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1054 of 1593
ROADWAY: Garden Street SEGMENT #56 DATE: 1/14/2022
LIMITS: b/t Mariposa Drive to Cajon Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 51 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N / P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,964 (1)
14. Length of segment (miles) 1.24 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 34 - 51 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 81.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.53 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y Y
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1055 of 1593
ROADWAY: Grove Street SEGMENT #57 DATE: 1/14/2022
LIMITS: b/t Highland Avenue to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,132 (1)
14. Length of segment (miles) 0.39 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 24 - 43 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.57 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1056 of 1593
ROADWAY: Grove Street SEGMENT #58 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Brockton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,619 (1)
14. Length of segment (miles) 0.65 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 25 - 49 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.82 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1057 of 1593
ROADWAY: Highland Avenue SEGMENT #59 DATE: 1/14/2022
LIMITS: b/t Ford Street to Cajon Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (Partial Y
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,125 (1)
14. Length of segment (miles) 0.95 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 49 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 32 - 52 (1)
5. 10 mile per hour pace speed (mph) 40 - 49 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.83 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (Partial (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1058 of 1593
ROADWAY: Highland Avenue SEGMENT #60 DATE: 1/14/2022
LIMITS: b/t Cajon Street to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,740 (1)
14. Length of segment (miles) 0.93 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.59 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1059 of 1593
ROADWAY: Highland Avenue SEGMENT #61 DATE: 1/14/2022
LIMITS: b/t San Mateo Street to Serpentine Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 42 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N Y
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,655 (1)
14. Length of segment (miles) 0.19 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 31 (1)
2. Average speed (mph) 28 (1)
3. 50th percentile speed (mph) 27 (1)
4. Range of speeds (mph) 21 - 37 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 88.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Dip (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1060 of 1593
ROADWAY: Judson Street SEGMENT #62 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Frequent Rare
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 6,745 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 31 - 51 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.42 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lane / Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1061 of 1593
ROADWAY: Judson Street SEGMENT #63 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 5,714 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 31 - 48 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 89.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.48 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes / Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1062 of 1593
ROADWAY: Judson Street SEGMENT #64 DATE: 1/14/2022
LIMITS: b/t Lugonia Avenue to Pioneer Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Res. / Com. / School Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,968 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 77.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.05 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1063 of 1593
ROADWAY: Lugonia Avenue SEGMENT #65 DATE: 1/14/2022
LIMITS: b/t 1500' w/o Research Drive to California Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 80 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) / N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses Commercial / Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 786 (1)
14. Length of segment (miles) 0.78 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 54 (1)
2. Average speed (mph) 48 (1)
3. 50th percentile speed (mph) 47 (1)
4. Range of speeds (mph) 36 - 59 (1)
5. 10 mile per hour pace speed (mph) 43 - 52 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.65 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1064 of 1593
ROADWAY: Lugonia Avenue SEGMENT #66 DATE: 1/14/2022
LIMITS: b/t California Street to Alabama Street (eastbound) JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 54 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Y (Partial) (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Commercial / Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 5,655 (1)
14. Length of segment (miles) 0.90 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 32 - 54 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.57 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1065 of 1593
ROADWAY: Lugonia Avenue SEGMENT #67 DATE: 1/14/2022
LIMITS: b/t Alabama Street to Tennessee Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 70 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Retail (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y Y
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 15,112 (1)
14. Length of segment (miles) 0.46 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 34 - 49 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 86.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.57 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1066 of 1593
ROADWAY: Lugonia Avenue SEGMENT #68 DATE: 1/14/2022
LIMITS: b/t Tennessee Street to Texas Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 1
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,580 (1)
14. Length of segment (miles) 0.36 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 30 - 48 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.83 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1067 of 1593
ROADWAY: Lugonia Avenue SEGMENT #69 DATE: 1/14/2022
LIMITS: b/t Texas Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) N
12. Street illumination at intersections Y (Partial) N
13. Two-way daily traffic volume (ADT) 16,227 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 32 - 49 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 80.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.84 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1068 of 1593
ROADWAY: Mariposa Drive SEGMENT #70 DATE: 1/14/2022
LIMITS: b/t Wabash Avenue to Country Club Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 531 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 21 - 46 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3
35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1069 of 1593
ROADWAY: Mariposa Drive SEGMENT #71 DATE: 1/14/2022
LIMITS: b/t Country Club Drive to Garden Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 2,933 (1)
14. Length of segment (miles) 0.56 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.64 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other N (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1070 of 1593
ROADWAY: Mariposa Drive SEGMENT #72 DATE: 1/14/2022
LIMITS: b/t Halsey Street to Dwight Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 130 (1)
14. Length of segment (miles) 0.24 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 26 (1)
2. Average speed (mph) 20 (1)
3. 50th percentile speed (mph) 20 (1)
4. Range of speeds (mph) 10 - 32 (1)
5. 10 mile per hour pace speed (mph) 15 - 24 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1071 of 1593
ROADWAY: Mountain View Avenue SEGMENT #73 DATE: 1/14/2022 LIMITS: b/t I-10 Freeway to Central Avenue (northbound) JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P / R (Partial) (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,197 (1)
14. Length of segment (miles) 1.21 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 54 (1)
2. Average speed (mph) 49 (1)
3. 50th percentile speed (mph) 49 (1)
4. Range of speeds (mph) 40 - 59 (1)
5. 10 mile per hour pace speed (mph) 45 - 54 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.58 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1072 of 1593
ROADWAY: New York Street SEGMENT #74 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 4,327 (1)
14. Length of segment (miles) 0.4 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 30 - 52 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.65 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1073 of 1593
ROADWAY: Olive Avenue SEGMENT #75 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 56 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35
6. Surrounding land uses Residential / Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,787 (1)
14. Length of segment (miles) 1.16 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 35 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 31 (1)
4. Range of speeds (mph) 25 - 41 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 91.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1074 of 1593
ROADWAY: Olive Avenue SEGMENT #76 DATE: 1/14/2022
LIMITS: b/t San Mateo Street to Terracina Boulevard JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,343 (1)
14. Length of segment (miles) 0.7 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 28 - 46 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.67 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1075 of 1593
ROADWAY: Orange Street SEGMENT #77 DATE: 1/14/2022
LIMITS: b/t Lugonia Avenue to Pioneer Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N / R (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 12,289 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 32 - 47 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 88.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 21 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.67 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1076 of 1593
ROADWAY: Orange Street SEGMENT #78 DATE: 1/14/2022
LIMITS: b/t Pioneer Avenue to Hubbard Court JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 60 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,212 (1)
14. Length of segment (miles) 0.18 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 31 - 49 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1077 of 1593
ROADWAY: Orange Street SEGMENT #79 DATE: 1/14/2022
LIMITS: b/t Hubbard Court to City Limits JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses Open (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 17,324 (1)
14. Length of segment (miles) 0.25 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 54 (1)
2. Average speed (mph) 51 (1)
3. 50th percentile speed (mph) 51 (1)
4. Range of speeds (mph) 43 - 60 (1)
5. 10 mile per hour pace speed (mph) 46 - 55 (1)
6. Percent in 10 miles per hour pace 87% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.91 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1078 of 1593
ROADWAY: Orange Tree Lane SEGMENT #80 DATE: 1/14/2022
LIMITS: b/t California Street to Nevada Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Yes (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 4,079 (1)
14. Length of segment (miles) 0.43 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 76.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1079 of 1593
ROADWAY: Orange Tree Lane SEGMENT #81 DATE: 1/14/2022
LIMITS: b/t Nevada Street to Alabama Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 48 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 3,298 (1)
14. Length of segment (miles) 0.42 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 28 - 50 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.80 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1080 of 1593
ROADWAY: Pacific Street SEGMENT #82 DATE: 1/14/2022
LIMITS: b/t Crescent Avenue to Carob Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Yes (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 332 (1)
14. Length of segment (miles) 0.26 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 28 (1)
3. 50th percentile speed (mph) 28 (1)
4. Range of speeds (mph) 16 - 36 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 68.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1081 of 1593
ROADWAY: Pacific Street SEGMENT #83 DATE: 1/14/2022
LIMITS: b/t Carob Street to Ridge Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 20
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Curb Only (1)
10. Sidewalks present N (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 217 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 30 (1)
2. Average speed (mph) 25 (1)
3. 50th percentile speed (mph) 24 (1)
4. Range of speeds (mph) 17 - 35 (1)
5. 10 mile per hour pace speed (mph) 20 - 29 (1)
6. Percent in 10 miles per hour pace 70.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 25.20 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Robert Kahn
Redlands Regular Meeting 06-07-2022 1082 of 1593
ROADWAY: Palm Avenue SEGMENT #84 DATE: 1/14/2022
LIMITS: b/t Serpentine Drive to San Mateo Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 1,103 (1)
14. Length of segment (miles) 0.15 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 32 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 22 - 44 (1)
5. 10 mile per hour pace speed (mph) 28 - 37 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 11.19 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1083 of 1593
ROADWAY: Palm Avenue SEGMENT #85 DATE: 1/14/2022
LIMITS: b/t San Mateo St. to Ford St. JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) Y
13. Two-way daily traffic volume (ADT) 4,445 (1)
14. Length of segment (miles) 2.12 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 29 - 48 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 21 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1084 of 1593
ROADWAY: Palmetto Avenue SEGMENT #86 DATE: 1/14/2022
LIMITS: b/t Nevada Street to California Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,475 (1)
14. Length of segment (miles) 0.4 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 39 (1)
3. 50th percentile speed (mph) 39 (1)
4. Range of speeds (mph) 26 - 50 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1085 of 1593
ROADWAY: Palmetto Avenue SEGMENT #87 DATE: 1/14/2022
LIMITS: b/t California Street to Marigold Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Rare (1)
8. Frequency of driveways (frequent, rare, none)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 1,484 (1)
14. Length of segment (miles) 0.30 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 38 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 25 - 52 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 53.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1086 of 1593
ROADWAY: Palo Alto Drive SEGMENT #88 DATE: 1/14/2022
LIMITS: b/t Country Club Drive to Mirasol Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present N Y
11. Street illumination midblock N Y
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 1,164 (1)
14. Length of segment (miles) 0.18 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 34 (1)
4. Range of speeds (mph) 20 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 59.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N 0.18
2. School Crosswalk N 0.18
3. Vertical Curves Y 0.18
4. Horizontal Curves Y 0.18
5. School Speed Zone N 0.18
6. Other 0.18
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1087 of 1593
ROADWAY: Palo Alto Drive SEGMENT #89 DATE: 1/14/2022
LIMITS: b/t Mirasol Drive to Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N Y (Partial)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 807 (1)
14. Length of segment (miles) 0.58 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 36 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 32 (1)
4. Range of speeds (mph) 21 - 39 (1)
5. 10 mile per hour pace speed (mph) 26 - 35 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1088 of 1593
ROADWAY: Pennsylvania Avenue SEGMENT #90 DATE: 1/14/2022 LIMITS: b/t Texas Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 2,987 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 24 - 48 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.50 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1089 of 1593
ROADWAY: Pennsylvania Avenue SEGMENT #91 DATE: 1/14/2022 LIMITS: b/t Orange Street to Church Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40
2. Number of through travel lanes by direction 1
3. Median Type (P = Painted, R = Raised, N = No Median) N
4. On-street parking (Y/N) Y (Partial)
5. Speed limit (mph) 30
6. Surrounding land uses Residential
7. Does surrounding land use have direct access Y
8. Frequency of driveways (frequent, rare, none) Frequent
9. Curb and gutter present Y (Partial)
10. Sidewalks present Y
11. Street illumination midblock Y
12. Street illumination at intersections N
13. Two-way daily traffic volume (ADT) 2,702 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 34 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 25 - 44 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.17 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y
2. School Crosswalk Y
3. Vertical Curves N
4. Horizontal Curves N
5. School Speed Zone Y
6. Other Bike Route
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1090 of 1593
ROADWAY: Pennsylvania Avenue SEGMENT #92 DATE: 1/14/2022 LIMITS: b/t Church Street to Universtity Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 1,732 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 25 - 43 (1)
5. 10 mile per hour pace speed (mph) 27 - 36 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1091 of 1593
ROADWAY: Pennsylvania Avenue SEGMENT #93 DATE: 1/14/2022 LIMITS: b/t University Street to Judson Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) Y
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare Frequent
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y Y (Partial)
13. Two-way daily traffic volume (ADT) 1,524 (1)
14. Length of segment (miles) 0.53 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 25 - 50 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 67.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.32 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1092 of 1593
ROADWAY: Pioneeer Avenue SEGMENT #94 DATE: 1/14/2022
LIMITS: b/t Texas Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Frequent None
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock N (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,599 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 28 - 46 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 72.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.98 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1093 of 1593
ROADWAY: Pioneer Avenue SEGMENT #95 DATE: 1/14/2022
LIMITS: b/t Orange Street to Occidental Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) Y (Partial)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,344 (1)
14. Length of segment (miles) 0.65 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 25 - 50 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.19 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1094 of 1593
ROADWAY: Pioneer Avenue SEGMENT #96 DATE: 1/14/2022
LIMITS: b/t Occidental Drive to Dearborn Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 32/44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N/P (Partial) (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses None (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) Rare N
9. Curb and gutter present Y (Partial) Y (Partial)
10. Sidewalks present Y (Partial) Y (Partial)
11. Street illumination midblock Y (Partial) Y (Partial)
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 3,105 (1)
14. Length of segment (miles) 1.02 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 30 - 55 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 58.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.62 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1095 of 1593
ROADWAY: Pioneer Avenue SEGMENT #97 DATE: 1/14/2022
LIMITS: b/t Texas Street to I-210 Freeway JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 42 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Educational (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y (Partial) Y (Partial)
10. Sidewalks present Y (Partial) Y (Partial)
11. Street illumination midblock N Y
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 4,109 (1)
14. Length of segment (miles) 0.45 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 29 - 53 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 63.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.78 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1096 of 1593
ROADWAY: Redlands Boulevard SEGMENT #98 DATE: 1/14/2022 LIMITS: b/t California Street to Texas Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 76 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P / R (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commerical (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,160 (1)
14. Length of segment (miles) 1.97 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 31 - 53 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 59 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1097 of 1593
ROADWAY: Redlands Boulevard SEGMENT #99 DATE: 1/14/2022 LIMITS: b/t Texas Street to Eureka Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R/P (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 12,597 (1)
14. Length of segment (miles) 0.23 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 74% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.94 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N
2. School Crosswalk N
3. Vertical Curves N
4. Horizontal Curves Y
5. School Speed Zone N
6. Other Bike Route
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1098 of 1593
ROADWAY: Redlands Boulevard SEGMENT #100 DATE: 1/14/2022 LIMITS: b/t Eureka Street to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 92 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Commercial/Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 15,875 (1)
14. Length of segment (miles) 0.63 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 32 (1)
2. Average speed (mph) 29 (1)
3. 50th percentile speed (mph) 29 (1)
4. Range of speeds (mph) 23 - 40 (1)
5. 10 mile per hour pace speed (mph) 24 - 33 (1)
6. Percent in 10 miles per hour pace 86.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 18 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.87 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1099 of 1593
ROADWAY: Redlands Boulevard SEGMENT #101 DATE: 1/14/2022 LIMITS: Citrus Avenue to Highland Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 88 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Commercial (1)
7. Does surrounding land use have direct access N Y
8. Frequency of driveways (frequent, rare, none) None Rare
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 15,253 (1)
14. Length of segment (miles) 0.95 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 37 (1)
4. Range of speeds (mph) 26 - 48 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 18 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.23 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1100 of 1593
ROADWAY: Redlands Boulevard SEGMENT #102 DATE: 1/14/2022 LIMITS: Highland Avenue to Ford Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) R (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 50 (1)
6. Surrounding land uses None (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present N (1)
10. Sidewalks present N (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 13,024 (1)
14. Length of segment (miles) 0.52 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 55 (1)
2. Average speed (mph) 50 (1)
3. 50th percentile speed (mph) 50 (1)
4. Range of speeds (mph) 37 - 62 (1)
5. 10 mile per hour pace speed (mph) 45 - 54 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.16 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1101 of 1593
ROADWAY: Reservoir Road SEGMENT #103 DATE: 1/14/2022
LIMITS: Ford Street to Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential None
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare N
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present N Y
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 2,660 (1)
14. Length of segment (miles) 0.34 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 53 (1)
2. Average speed (mph) 47 (1)
3. 50th percentile speed (mph) 47 (1)
4. Range of speeds (mph) 36 - 59 (1)
5. 10 mile per hour pace speed (mph) 43 - 52 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.60 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1102 of 1593
ROADWAY: Rossmont Drive SEGMENT #104 DATE: 1/14/2022
LIMITS: Garden Street to Sunset Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 23 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 25
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent Rare
9. Curb and gutter present Y (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 921 (1)
14. Length of segment (miles) 0.36 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 22 - 49 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 62.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1103 of 1593
ROADWAY: San Bernardino Avenue SEGMENT #105 DATE: 1/14/2022 LIMITS: Tennessee Street to Orange Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 78 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 45
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 12,899 (1)
14. Length of segment (miles) 0.88 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 48 (1)
2. Average speed (mph) 43 (1)
3. 50th percentile speed (mph) 43 (1)
4. Range of speeds (mph) 34 - 56 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 10 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.88 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lane (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1104 of 1593
ROADWAY: San Bernadino Avenue SEGMENT #106 DATE: 1/14/2022 LIMITS: Orange Street to University Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y N
8. Frequency of driveways (frequent, rare, none) Rare None
9. Curb and gutter present Y (1)
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y N
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 10,147 (1)
14. Length of segment (miles) 0.78 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 29 - 51 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 73.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 8 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.02 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other Bike Lane (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1105 of 1593
ROADWAY: San Bernardino Ave SEGMENT #107 DATE: 1/14/2022 LIMITS: University Street to Wabash Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 37-64 (1)
2. Number of through travel lanes by direction 1 1-2
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access N (1)
8. Frequency of driveways (frequent, rare, none) None (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,117 (1)
14. Length of segment (miles) 1.53 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 46 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 31 - 54 (1)
5. 10 mile per hour pace speed (mph) 37 - 46 (1)
6. Percent in 10 miles per hour pace 74.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 6 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.53 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Lane / Bike Route (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1106 of 1593
ROADWAY: San Bernardino Avenue SEGMENT #108 DATE: 1/14/2022 LIMITS: Mountain View Avenue to California Street JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 105 (1)
2. Number of through travel lanes by direction 3 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Industrial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 13,197 (1)
14. Length of segment (miles) 0.9 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 53 (1)
2. Average speed (mph) 47 (1)
3. 50th percentile speed (mph) 47 (1)
4. Range of speeds (mph) 33 - 58 (1)
5. 10 mile per hour pace speed (mph) 45 - 54 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.25 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.44) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 50 50
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1107 of 1593
ROADWAY: San Mateo Street SEGMENT #109 DATE: 1/14/2022
LIMITS: Brookside Avenue to Fern Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,701 (1)
14. Length of segment (miles) 0.4 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 47 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.87 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other Bike Route (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1108 of 1593
ROADWAY: San Mateo Street SEGMENT #110 DATE: 1/14/2022
LIMITS: Fern Avenue to Highland Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential / Educational (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (Partial) Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 7,405 (1)
14. Length of segment (miles) 0.66 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 26 - 47 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 85.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 5 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.06 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1109 of 1593
ROADWAY: San Timoteo Canyon Road SEGMENT #111 DATE: 1/14/2022 LIMITS: Fern Avenue to Barton Road JOB #: 2531-2021-01
DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 22 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 / 45 35
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present N (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N Y
13. Two-way daily traffic volume (ADT) 8,612 (1)
14. Length of segment (miles) 1.22 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 42 (1)
3. 50th percentile speed (mph) 42 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 38 - 47 (1)
6. Percent in 10 miles per hour pace 70.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 15 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.39 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Nhi Ly Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1110 of 1593
ROADWAY: Sunset Drive SEGMENT #112 DATE: 1/14/2022
LIMITS: Vinton Way to Alta Vista Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 867 (1)
14. Length of segment (miles) 0.93 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 44 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 20 - 51 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 55.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.70 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1111 of 1593
ROADWAY: Sunset Drive SEGMENT #113 DATE: 1/14/2022
LIMITS: Alta Vista Drive to Panorama Point JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 28 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 25 / 30 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 517 (1)
14. Length of segment (miles) 0.47 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 37 (1)
2. Average speed (mph) 31 (1)
3. 50th percentile speed (mph) 31 (1)
4. Range of speeds (mph) 18 - 43 (1)
5. 10 mile per hour pace speed (mph) 26 - 35 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.48 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1112 of 1593
ROADWAY: Sunset Drive SEGMENT #114 DATE: 1/14/2022
LIMITS: Serpentine Road to Vinton Way JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24-44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present N (1)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 725 (1)
14. Length of segment (miles) 3.09 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 31 (1)
2. Average speed (mph) 27 (1)
3. 50th percentile speed (mph) 27 (1)
4. Range of speeds (mph) 20 - 37 (1)
5. 10 mile per hour pace speed (mph) 24 - 33 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.84 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1113 of 1593
ROADWAY: Sunset Drive SEGMENT #115 DATE: 1/14/2022
LIMITS: Panorama Point to Franklin Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y Y (Partial)
10. Sidewalks present Y (Partial) Y
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 1,102 (1)
14. Length of segment (miles) 1.94 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 39 (1)
2. Average speed (mph) 33 (1)
3. 50th percentile speed (mph) 33 (1)
4. Range of speeds (mph) 21 - 46 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 13 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 5.78 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1114 of 1593
ROADWAY: Sunnyside Avenue SEGMENT #116 DATE: 1/14/2022
LIMITS: Fern Avenue to Cypress Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 22 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 20 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Curb Only N
10. Sidewalks present N (1)
11. Street illumination midblock N (1)
12. Street illumination at intersections N (1)
13. Two-way daily traffic volume (ADT) 485 (1)
14. Length of segment (miles) 0.16 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 29 (1)
2. Average speed (mph) 25 (1)
3. 50th percentile speed (mph) 24 (1)
4. Range of speeds (mph) 18 - 35 (1)
5. 10 mile per hour pace speed (mph) 20 - 29 (1)
6. Percent in 10 miles per hour pace 81.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1115 of 1593
ROADWAY: Sunnyside Avenue SEGMENT #117 DATE: 1/14/2022
LIMITS: Cypress Avenue to Smiley Heights Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 36 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 402 (1)
14. Length of segment (miles) 0.28 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 30 (1)
2. Average speed (mph) 26 (1)
3. 50th percentile speed (mph) 26 (1)
4. Range of speeds (mph) 19 - 35 (1)
5. 10 mile per hour pace speed (mph) 22 - 31 (1)
6. Percent in 10 miles per hour pace 84.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other (1)
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1116 of 1593
ROADWAY: Tennessee Street and San Mateo Street SEGMENT #118 DATE: 1/14/2022 LIMITS: Colton Avenue to Brookside Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,194 (1)
14. Length of segment (miles) 0.93 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 40 (1)
4. Range of speeds (mph) 33 - 49 (1)
5. 10 mile per hour pace speed (mph) 35 - 44 (1)
6. Percent in 10 miles per hour pace 88.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 17 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.62 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Railroad / Bike Route (1)
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1117 of 1593
ROADWAY: Terrancina Boulevard SEGMENT #119 DATE: 1/14/2022 LIMITS: Barton Road to Olive Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 56 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 9,075 (1)
14. Length of segment (miles) 0.68 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 50 (1)
2. Average speed (mph) 45 (1)
3. 50th percentile speed (mph) 45 (1)
4. Range of speeds (mph) 36 - 56 (1)
5. 10 mile per hour pace speed (mph) 41 -50 (1)
6. Percent in 10 miles per hour pace 72% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.50 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1118 of 1593
ROADWAY: Terrancina Boulevard SEGMENT #120 DATE: 1/14/2022 LIMITS: Olive Avenue to Cypress Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 72 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Commercial / Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y N
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 8,379 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 25 - 45 (1)
5. 10 mile per hour pace speed (mph) 30 - 39 (1)
6. Percent in 10 miles per hour pace 69.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 7 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.35 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Bike Lanes (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1119 of 1593
ROADWAY: Texas Street SEGMENT #121 DATE: 1/14/2022
LIMITS: Redlands Boulevard to Lugonia Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N / R (1)
4. On-street parking (Y/N) Y (Patrial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Comm. / Retail / Res. (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 8,781 (1)
14. Length of segment (miles) 0.76 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 42 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 27 - 46 (1)
5. 10 mile per hour pace speed (mph) 33 - 42 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 27 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 4.11 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y N
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other Railroad (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1120 of 1593
ROADWAY: Texas Street SEGMENT #122 DATE: 1/14/2022
LIMITS: Lugonia Avenue to San Bernardino Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-64 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 40 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) Y
10. Sidewalks present Y Y (Partial)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,724 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 25 - 46 (1)
5. 10 mile per hour pace speed (mph) 29 - 38 (1)
6. Percent in 10 miles per hour pace 75.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.79 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1121 of 1593
ROADWAY: Texas Street SEGMENT #123 DATE: 1/14/2022
LIMITS: b/t San Bernardino Avenue and Domestic Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) P (Partial) (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential Education
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (partial) (1)
10. Sidewalks present Y (partial) (1)
11. Street illumination midblock Y Y (Partial)
12. Street illumination at intersections Y Y
13. Two-way daily traffic volume (ADT) 4,134 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 41 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 23 - 45 (1)
5. 10 mile per hour pace speed (mph) 32 - 41 (1)
6. Percent in 10 miles per hour pace 66.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 3 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1122 of 1593
ROADWAY: University Street SEGMENT #124 DATE: 1/14/2022 LIMITS: b/t Cypress Avenue and Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 62 (1)
2. Number of through travel lanes by direction 1/2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 30 (1)
6. Surrounding land uses Residential/Education (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 17,046 (1)
14. Length of segment (miles) 0.64 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 27 - 46 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 78.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 29 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.75 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other Railroad, SB Parallel Parking (1)
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1123 of 1593
ROADWAY: University Street SEGMENT #125 DATE: 1/14/2022 LIMITS: b/t Colton Avenue and Lugiona Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-62 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential/Education Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 11,122 (1)
14. Length of segment (miles) 0.40 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 40 (1)
2. Average speed (mph) 36 (1)
3. 50th percentile speed (mph) 36 (1)
4. Range of speeds (mph) 28 - 45 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 82.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 9 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.25 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1124 of 1593
ROADWAY: University Street SEGMENT #126 DATE: 1/14/2022 LIMITS: b/t Lugiona Avenue and San Bernardino Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38-40 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y N
12. Street illumination at intersections Y N
13. Two-way daily traffic volume (ADT) 1,519 (1)
14. Length of segment (miles) 0.46 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 29 (1)
3. 50th percentile speed (mph) 29 (1)
4. Range of speeds (mph) 20 - 42 (1)
5. 10 mile per hour pace speed (mph) 20 - 32 (1)
6. Percent in 10 miles per hour pace 68.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 1.58 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 25 25
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1125 of 1593
ROADWAY: Via Vista Drive SEGMENT #127 DATE: 1/14/2022
LIMITS: b/t Country Club Drive and Helena Lane JOB #: 2531-2021-01 DIRECTION OF TRAVEL: EB WB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 38 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (1)
5. Speed limit (mph) 25 (1)
6. Surrounding land uses Residential (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Frequent (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 274 (1)
14. Length of segment (miles) 0.64 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 34 (1)
2. Average speed (mph) 27 (1)
3. 50th percentile speed (mph) 28 (1)
4. Range of speeds (mph) 13 - 40 (1)
5. 10 mile per hour pace speed (mph) 23 - 32 (1)
6. Percent in 10 miles per hour pace 59.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 30 30
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Elias Bandek Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1126 of 1593
ROADWAY: Wabash Avenue SEGMENT #128 DATE: 1/14/2022
LIMITS: b/t Fifth Avenue to Citrus Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 46-64 (1)
2. Number of through travel lanes by direction 1-2 1
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) 45 (1)
6. Surrounding land uses Residential / Open Space Residential
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 4,167 (1)
14. Length of segment (miles) 0.39 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 51 (1)
2. Average speed (mph) 45 (1)
3. 50th percentile speed (mph) 44 (1)
4. Range of speeds (mph) 33 - 55 (1)
5. 10 mile per hour pace speed (mph) 42 - 51 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 0 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.00 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.32) N (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 45 45
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1127 of 1593
ROADWAY: Wabash Avenue SEGMENT #129 DATE: 1/14/2022
LIMITS: b/t Citrus Avenue to Colton Avenue JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 64 (1)
2. Number of through travel lanes by direction 2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) Y (Partial) (1)
5. Speed limit (mph) 35 (1)
6. Surrounding land uses Residential / Commercial (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare Frequent
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 5,805 (1)
14. Length of segment (miles) 0.41 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 47 (1)
2. Average speed (mph) 41 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 30 - 53 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 65.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.47 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves N (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1128 of 1593
ROADWAY: Wabash Avenue SEGMENT #130 DATE: 1/14/2022
LIMITS: b/t Colton Avenue to Sessums Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 26-64 (1)
2. Number of through travel lanes by direction 1-2 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) Painted (Partial) (1)
4. On-street parking (Y/N) Painted (Partial) (1)
5. Speed limit (mph) 35 - 40 (1)
6. Surrounding land uses Retail/ Res. / Ind. (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (1)
12. Street illumination at intersections Y (1)
13. Two-way daily traffic volume (ADT) 8,942 (1)
14. Length of segment (miles) 1.30 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 45 (1)
2. Average speed (mph) 40 (1)
3. 50th percentile speed (mph) 41 (1)
4. Range of speeds (mph) 31 - 52 (1)
5. 10 mile per hour pace speed (mph) 36 - 45 (1)
6. Percent in 10 miles per hour pace 71.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 2 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 0.17 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) N (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk N (1)
3. Vertical Curves N (1)
4. Horizontal Curves N (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1129 of 1593
ROADWAY: Wabash Avenue SEGMENT #131 DATE: 1/14/2022
LIMITS: b/t Fifth Avenue to Panorama Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 24-50 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N (1)
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Residential / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare Frequent
9. Curb and gutter present Y (Partial) (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock N Y (Partial)
12. Street illumination at intersections N Y (Partial)
13. Two-way daily traffic volume (ADT) 672 (1)
14. Length of segment (miles) 0.70 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 43 (1)
2. Average speed (mph) 37 (1)
3. 50th percentile speed (mph) 38 (1)
4. Range of speeds (mph) 24 - 47 (1)
5. 10 mile per hour pace speed (mph) 34 - 43 (1)
6. Percent in 10 miles per hour pace 61.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 1 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 2.18 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk N (1)
2. School Crosswalk N (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone N (1)
6. Other
E. Recommended speed limit (mph)3 40 40
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1130 of 1593
ROADWAY: Wabash Avenue SEGMENT #132 DATE: 1/14/2022
LIMITS: b/t Reservoir Road to Palo Alto Drive JOB #: 2531-2021-01 DIRECTION OF TRAVEL: NB SB
A. Roadway Characteristics
1. Total Curb to Curb Street width (feet) 40-44 (1)
2. Number of through travel lanes by direction 1 (1)
3. Median Type (P = Painted, R = Raised, N = No Median) N (1)
4. On-street parking (Y/N) N Y
5. Speed limit (mph) Not Posted (1)
6. Surrounding land uses Residential / Open (1)
7. Does surrounding land use have direct access Y (1)
8. Frequency of driveways (frequent, rare, none) Rare (1)
9. Curb and gutter present Y (1)
10. Sidewalks present Y (Partial) (1)
11. Street illumination midblock Y (Partial) (1)
12. Street illumination at intersections Y (Partial) (1)
13. Two-way daily traffic volume (ADT) 1,362 (1)
14. Length of segment (miles) 0.88 (1)
B. Speed Characteristics
1. 85th percentile speed (mph) 38 (1)
2. Average speed (mph) 35 (1)
3. 50th percentile speed (mph) 35 (1)
4. Range of speeds (mph) 28 - 43 (1)
5. 10 mile per hour pace speed (mph) 31 - 40 (1)
6. Percent in 10 miles per hour pace 85.0% (1)
C. Accident Analysis for preceding 3 years
1. Number of fatal accidents
2. Number of injury accidents
3. Number of property damage only accidents
4. Total number of accidents 4 (1)
5. Fatal accident rate per MVMT2
6. Injury accident rate per MVMT2
7. Property damage only accident rate per MVMT2
8. Total accident rate per MVMT2 3.34 (1)
9. Is accident rate higher than Caltrans value? (Value = 1.60) Y (1) D. Other Special Conditions
1. Crosswalk Y (1)
2. School Crosswalk Y (1)
3. Vertical Curves Y (1)
4. Horizontal Curves Y (1)
5. School Speed Zone Y (1)
6. Other
E. Recommended speed limit (mph)3 35 35
MVMT = million vehicle miles of travel
(1) Data in left column is for both directions.
(2) MVMT2 = million vehicle miles of travel
CITY OF REDLANDS TRAFFIC SURVEY
SPEED STUDY TRAFFIC CONDITIONS FORM
(3) The recommended speed limit is based upon the roadway segment being located in a residential district and provisions 22357 (a) of the California Vehicle Code that permits a local agency to increase the prima facie above 25 mph to facilitate the orderly movement of traffic and is reasonable and safe.
Prepared By: Michael Torres Reviewed By: Alex Tabrizi
Redlands Regular Meeting 06-07-2022 1131 of 1593
City Council/Successor Agency Meeting K. 7.
DATE: 06/07/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a construction contract award for the Orange Blossom Trail Phase 3 Project with Deark E&C, Inc. in an amount not-to-exceed $782,396, and determination that the project is categorically exempt from environmental review under Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
MOTION(S):
If the City Council determines the staff recommendation is appropriate, the following motions are provided:
I move that the City Council determine that approval of a construction contract with Deark E&C, Inc. for the Orange Blossom Trail Phase 3 Project is categorically exempt from environmental review in accordance with Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act; and
1. I move that the City Council approve the Orange Blossom Trail Phase 3 Project plans and specifications, and award a construction contract to Deark E&C, Inc. in an amount not-to-exceed $782,396.
2. RECOMMENDATION:
Staff recommends City Council determine approval of a construction contract with Deark E&C, Inc. and construction of the Orange Blossom Trail Phase 3 Project is categorically exempt from environmental review in accordance with Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act; and
Staff further recommends City Council approve the Orange Blossom Trail Phase 3 Project plans and specifications, and award a construction contract to Deark E&C, Inc. in an amount not-to-exceed $782,396.
Redlands Regular Meeting 06-07-2022 1132 of 1593
DISCUSSION:
On July 1, 2008, City Council received and filed the final Orange Blossom Trail conceptual alignment plan prepared by the Dangermond Group. This plan contained a final proposed trail alignment and implementation plan for the 7.5 mile bicycle and pedestrian trail located primarily within existing flood control and railroad right-of-way. The trail provides non-motorized connectivity and a recreational corridor linking local residents with a variety of facilities including schools, businesses, parks and public transportation, in addition to the regional Santa Ana River Trail at both Mountain View Avenue and Opal Avenue. The trail is anticipated to meet the needs of a variety of users such as long-distance bicyclists, students, and wheelchair-bound users.
The Orange Blossom Trail Phase 3 (Project) is a portion of the 7.5 mile Orange Blossom Trail within the City of Redlands that will connect the City's east and west terminus to parks and open space areas, including areas surrounding the Santa Ana River, Crafton Hills and San Timoteo Canyon. The first phase of the trail, completed in 2015, is a 1.3 mile segment from Wabash Avenue to Grove Street and the second phase, completed in 2016, is a 1.3 mile segment from Alabama Street to California Street.
The Project consists of constructing approximately one half mile of multi-use path along the Mission Channel from Alabama Street to Tennessee Street. The majority of construction will be within San Bernardino County Flood Control District's right-of-way, for which the City has obtained an encroachment permit.
The trail will be constructed with asphalt concrete. The scope of work also includes removal or replacement of curb and gutter, driveway approaches and sidewalk as necessary, protecting in place all existing utilities, trees, and public and private improvements, installing signs, pavement striping and markings, and installation and construction of drainage structures.
In 2013, the City obtained a Transportation Development Act (TDA), Article 3 grant in the amount of $918,722 with a local match of $162,128. The initial design of the project was completed in 2016 by a consultant, Michael Baker International. Due to environmental constraints associated with permit requirements, the design has been significantly revised by City engineering staff. The remaining total balance of the TDA grant plus local match requirement, after consultant fees, permit fees, and incidentals, is $946,611.
In early-April 2022, staff finalized the plans and specifications and advertised the project for construction. On April 28, 2022, the City Clerk's office received and opened six (6) bids. The bids were reviewed by staff to determine if they were responsive to bid requirements. The following six (6) Project bids were received before the submittal deadline:
Redlands Regular Meeting 06-07-2022 1133 of 1593
BID OPENING REPORT SUMMARY
BIDDER BID AMOUNT
1. Deark E&C, Inc., Gardena, CA *$782,396.00
2. Tryco General Engineering, Rimforest, CA $889,636.00
3. Horizon's Construction, Orange, CA $1,077,600.00
4. California Landscape and Design, Inc., Upland, CA $1,175,763.20
5. C.S. Legacy Construction, Walnut, CA $1,449,426.88
6. Gentry General Engineering, Inc., Rancho Cucamonga, CA *$1,492,298.68 *An arithmetic error was discovered in the bid proposal. The total bid amount was corrected and highlighted in the attached bid analysis to identify arithmetic errors, but did not affect the ranking.
Based on the attached bid analysis, Deark E&C, Inc. is the lowest responsive and responsible bidder. Therefore, it is recommended that City Council award a construction contract to Deark E&C, Inc. in an amount not-to-exceed $782,396.
If approved, it is anticipated the project will be completed within seventy (70) calendar days from issuance of a Notice to Proceed.
This project is categorically exempt from environmental review in accordance with Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act (CEQA) as the project involves negligible or no expansion of capacity.
ALTERNATIVES:
City Council may reject all bids and direct staff to re-advertise the project.
However, this is not recommended because this would not improve the pedestrian and bike trail by utilizing the available grant funding before the grant deadline.
STRATEGIC PLAN:
The project supports Strategic Plan Priority D, Strategic Objective 3.
Infrastructure: Engineer and construct transportation facilities to accommodate all potential users - motorists, cyclists and pedestrians.
SUBMITTED BY:
John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
Redlands Regular Meeting 06-07-2022 1134 of 1593
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Goutam K. Dobey, Engineering Manager
PREPARED BY:
Gerard Nepomuceno, Civil Engineer
Fiscal Impact
Fiscal Year: FY 21/22
Appropriation Required Y/N: No
Budgeted Y/N: Yes
Account No.: 241400
Discussion:
There is no fiscal impact associated with this action. The Orange Blossom Trail Phase 3 Project is funded 85% through a Transportation Development Act Article 3 grant in the amount of $804,618.95, and 15% by the local match in the amount of $141,992.15, which is available in the MUED Budget (241).
Attachments
A. Deark E&C Inc. Contract
B. Bid Opening Report - OBT 3
C. Bid Analysis
D. Location Map
Redlands Regular Meeting 06-07-2022 1135 of 1593
PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 7th day of June, 2022, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California (hereinafter “City”), and Deark E&C, Inc. (hereinafter "Contractor").
City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
In consideration of the mutual promises contained herein, City and Contractor agree as follows:
1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: Orange Blossom Trail Phase 3, Project No. S241001 and, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s Orange Blossom Trail Phase 3, Project No. S241001 (the “Work”).
2. CONTRACT SUM: City shall pay Contractor the sum of seven hundred eighty two thousand three hundred ninety six dollars ($782,396) as consideration for its performance of the Work in accordance with the terms and conditions set forth in the Contract Documents. Pursuant to Public Contract Code Section 22300, Contractor has the option to deposit securities with an escrow agent as a substitute for retention of earnings required to be withheld by City pursuant to an escrow agreement as set forth in Public Contract Code section 22300.
3. TIME FOR COMPLETION: The Work shall be completed within seventy (70) calendar days from and after the date of City’s issuance of a Notice to Proceed to Contractor.
4. LIQUIDATED DAMAGES: Contractor’s failure to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of five hundred dollars ($500) for each consecutive calendar day in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor that five hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.
5. CONTRACT DOCUMENTS: This Contract incorporates by reference the following: Notice Inviting Bids, Instructions to Bidders, Contractor’s Proposal, Bid Bond, Agreement, Performance Bond, Labor and Material Bond, Plans, General Conditions, Special Provisions and Specifications, and any addenda thereto (collectively, the “Contract Documents”).
6. ATTORNEYS' FEES: In the event any action is commenced to enforce or interpret the terms or conditions of this Contract, or the Contract Documents, the prevailing Party in such action, in addition to any costs and other relief, shall be entitled to recover its reasonable attorneys’ fees, including fees for use of in-house counsel by a Party.
7. RESOLUTION OF CONSTRUCTION CLAIMS: Claims by Contractor in the amount of three hundred seventy five thousand dollars ($375,000) or less shall be made by Contractor and processed by the City pursuant to the provisions of Part 3, Chapter 1, Article 1.5 of the Public Contract Code (commencing with Section 20104). All claims shall be in writing and include the documents necessary to substantiate the claim. Nothing in subdivision (a) of Public Contract Code Redlands Regular Meeting 06-07-2022 1136 of 1593
Section 20104.2 shall extend the time limit or supersede the notice requirements provided in this case from filing claims by Contractor.
8. ELIGIBILITY OF CONTRACTOR/SUBCONTRACTOR: Contractor and all of its subcontractors shall abide by California Public Contract Code, Section 6109, and California Labor Code Sections 1777.1 and/or 1777.7, and certify that they are not debarred and are eligible to work on this project.
9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.
10. SUCCESSORS AND ASSIGNS: City and Contractor each binds itself and their respective successors and assigns in respect to all covenants, agreements, and obligations contained in the Contract Documents.
11. SEVERABILITY: Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor.
Redlands Regular Meeting 06-07-2022 1137 of 1593
IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.
CITY OF REDLANDS
(SEAL)
By:____________________________________
Paul T. Barich, Mayor
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
(SEAL)
__________________________________________
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.
Redlands Regular Meeting 06-07-2022 1138 of 1593
WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities & Engineering Department
ORANGE BLOSSOM TRAIL PHASE 3
Project No. S241001
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
a. By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. b. By securing from the Director of Industrial Relations, a certificate of consent to selfinsure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.
CHECK ONE
_____I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).
_____I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self-insure, or a certification of workers’ compensation insurance.
I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.
Dated this day of , 2022.
_____________________________________
(Contractor)
_____________________________________
(Signature)
_____________________________________
(Official Title)
(SEAL)
(Labor Code Section 1861 provides that the above certificate must be signed and filed by the Contractor with the Owner prior to performing the work of the contract.)
Redlands Regular Meeting 06-07-2022 1139 of 1593
FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and Deark E&C, Inc. (hereinafter designated as "Principal") have entered into an agreement dated June 7, 2022 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as Orange Blossom Trail Phase 3, Project No.
S241001 and is hereby referred to and made a part hereof; and Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of seven hundred eighty two thousand three hundred ninety six dollars ($782,396.00) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.
The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Agreement and any alteration thereof made as therein provided, on his or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall faithfully fulfill the one-year guarantee of all materials and workmanship, and shall defend, indemnify and save harmless the City and its elected officials, officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligations, all to be taxed as costs and included in the judgment rendered.
As a condition precedent to the satisfactory completion of the Work, the above obligation shall hold good for a period of one (1) year or longer if required by the Agreement after the acceptance of the work by the City, during which time if the Principal shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage made evident during this period from the date of completion of the Work, and resulting from or caused by defective materials or faulty workmanship, the above obligation in penal sum thereof shall remain in full force and effect. The obligations of Surety hereunder shall continue so long as any obligation of the Principal remains.
Whenever the Principal shall be, and is declared by the City to be, in default under the Agreement, the City having performed the City obligations thereunder, the Surety shall promptly remedy the default, or shall promptly, at the City’s option:
1. Complete the Work in accordance with its terms and conditions; or
2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, but not exceeding, including other costs and damages for which Surety may be liable hereunder, the amount set forth above. The term “balance of the Agreement price,” as used in this paragraph, shall Redlands Regular Meeting 06-07-2022 1140 of 1593
mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.
Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.
Surety shall not utilize the Principal in completing the Work nor shall Surety accept a bid from the Principal for completion of the Work if the City, when declaring the Principal in default, notifies Surety of the City’s objection to the Principal’s further participation in the completion of the Work.
No right of action shall accrue on the bond to or for the use of any person or corporation other than the City named herein or the successors or assigns of the City. Any suit under this bond must be instituted within the applicable statute of limitations period.
The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the work or to the specifications.
No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.
The Principal and Surety agree that if the City is required to engage the services of any attorney in connection with the enforcement of this bond, each shall pay the City’s reasonable attorneys’ fees incurred, with or without suit, in addition to the above sum.
In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2022.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________
(Seal and Notarial Acknowledgment of
Surety)
Telephone ( )___________________________
Redlands Regular Meeting 06-07-2022 1141 of 1593
LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and Deark E&C, Inc. (hereinafter designated as “Principal”) have entered into an agreement (the “Agreement”) whereby Principal agrees to install and complete certain designated public improvements (the “Work”), which said agreement, dated June 7, 2022, and identified as Orange Blossom Trail Phase 3, Project No. S241001 is hereby referred to and made a part hereof; and Whereas, under the terms of the Agreement, Principal is required before commending the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.
Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of seven hundred eighty two thousand three hundred ninety six dollars ($782,396) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.
It is hereby expressly stipulated and agreed that this bond shall insure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.
Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.
The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition.
In witness whereof, this instrument has been duly executed by the Principal and surety above named, on _______________________, 2022.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:_____________________________
(Seal and Notarial Acknowledgement of Surety) ____________________________________ Telephone: ( )___________________
Redlands Regular Meeting 06-07-2022 1142 of 1593
Redlands Regular Meeting 06-07-2022 1143 of 1593
UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
ATTACHMENT "C"
PROJECT NO.: S241001 Bid Date: April 28, 2022
Orange Blossom Trail Phase 3 Estimated Start Date: June 2022 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization 1 LS $37,000.00 $37,000.00 $30,000.00 $30,000.00 $44,700.00 $44,700.00 2 Erosion Control Plan 1 LS $8,000.00 $8,000.00 $4,800.00 $4,800.00 $9,400.00 $9,400.00 3 Traffic Control Plan 1 LS $16,500.00 $16,500.00 $6,800.00 $6,800.00 $37,143.20 $37,143.20 4 Construction Surveying 1 LS $8,200.00 $8,200.00 $18,000.00 $18,000.00 $117,600.00 $117,600.00 5 Clearing and Grubbing 1 LS $8,200.00 $8,200.00 $7,800.00 $7,800.00 $11,600.00 $11,600.00 6 Grading 1 LS $24,000.00 $24,000.00 $21,000.00 $21,000.00 $48,000.00 $48,000.00 7 4" Asphalt Concrete Pavement over 12" Native. 22,896 SF $5.50 $125,928.00 $4.00 $91,584.00 $4.65 $106,466.40 8 Bike Trail Signage, Striping, and Markings 1 LS $19,000.00 $19,000.00 $5,800.00 $5,800.00 $22,200.00 $22,200.00 9 30"X30" Inlet & Grate 1 EA $8,000.00 $8,000.00 $4,800.00 $4,800.00 $4,800.00 $4,800.00 10 Three Rail PVC Fence 2,488 LF $32.00 $79,616.00 $38.00 $94,544.00 $39.25 $97,654.00 11 Decorative Concrete 4,091 SF $12.00 $49,092.00 $25.00 $102,275.00 $10.50 $42,955.50 12 Adjust MH 2 EA $2,000.00 $4,000.00 $1,380.00 $2,760.00 $1,250.00 $2,500.00 13 Truncated Domes 270 SF $60.00 $16,200.00 $50.00 $13,500.00 $46.00 $12,420.00 14 Construct ADA Curb ramps type 1 4 EA $2,000.00 $8,000.00 $4,980.00 $19,920.00 $4,500.00 $18,000.00 15 Construct ADA Curb ramps type 1A 1 EA $8,000.00 $8,000.00 $5,800.00 $5,800.00 $5,200.00 $5,200.00 16 Grind and overlay variable thickness pavement 4,904 SF $3.00 $14,712.00 $4.00 $19,616.00 $1.35 $6,620.40 17 Overlay variable thickness pavement 108 SF $36.00 $3,888.00 $14.00 $1,512.00 $4.00 $432.00 18 4" Concrete Side Walk 585 SF $14.00 $8,190.00 $8.00 $4,680.00 $8.40 $4,914.00 19 6" Concrete curb & gutter 117 LF $68.00 $7,956.00 $68.00 $7,956.00 $37.30 $4,364.10 20 Install 24" RCP 33 LF $500.00 $16,500.00 $400.00 $13,200.00 $345.00 $11,385.00 21 Grouted Rip-Rap 14 CY $800.00 $11,200.00 $540.00 $7,560.00 $230.00 $3,220.00 22 tubular steel Gate 4 EA $1,000.00 $4,000.00 $4,200.00 $16,800.00 $5,300.00 $21,200.00 23 Precast Concrete Litter Receptacle 2 EA $2,000.00 $4,000.00 $1,800.00 $3,600.00 $3,100.00 $6,200.00 24 6" Mow curb 4,956 LF $8.50 $42,126.00 $10.50 $52,038.00 $21.50 $106,554.00 25 Street Crossing Monument Sign 3 EA $8,200.00 $24,600.00 $7,500.00 $22,500.00 $18,240.00 $54,720.00 26 Trail Head Monument Sign 1 EA $16,500.00 $16,500.00 $20,000.00 $20,000.00 $49,070.00 $49,070.00 27 install 4" atrium drain 1 EA $1,650.00 $1,650.00 $1,200.00 $1,200.00 $250.00 $250.00 28 install 4" pvc pipe 7 EA $600.00 $4,200.00 $300.00 $2,100.00 $750.00 $5,250.00 29 "no dumping drains to ocean" stencil. 2 EA $2,000.00 $4,000.00 $300.00 $600.00 $780.00 $1,560.00 30 Bio Retention Basin 155 LF $200.00 $31,000.00 $585.00 $90,675.00 $175.00 $27,125.00 31 Concrete Swale 2,478 LF $11.00 $27,258.00 $28.00 $69,384.00 $27.00 $66,906.00 32 Concrete Island 300 SF $38.00 $11,400.00 $55.00 $16,500.00 $40.00 $12,000.00 33 Warning Sign 12 EA $660.00 $7,920.00 $900.00 $10,800.00 $406.00 $4,872.00 34 install no left turn 1 EA $1,600.00 $1,600.00 $780.00 $780.00 $330.00 $330.00 35 Install Reflective delineator (type E) 26 LS $300.00 $7,800.00 $148.00 $3,848.00 $90.00 $2,340.00 36 Paint yellow(thermoplastic) striping 384 LF $20.00 $7,680.00 $6.00 $2,304.00 $2.85 $1,094.40 37 Trench Drain 12 LF $340.00 $4,080.00 $300.00 $3,600.00 $417.00 $5,004.00 38 Precast Removable Bollard 11 EA $1,400.00 $15,400.00 $1,000.00 $11,000.00 $1,350.00 $14,850.00 39 Unforeseen Work 1 LS $75,000.00 $75,000.00 $75,000.00 $75,000.00 $75,000.00 $75,000.00 40 Demobilization 1 LS $10,000.00 $10,000.00 $3,000.00 $3,000.00 $11,700.00 $11,700.00 Additions/Deductions $0.00 $0.00 $0.00
$782,396.00 $889,636.00 $1,077,600.00
Horizons Construction Co. Int'l,
Inc. Tryco General Engineering, Inc.
Arithmetic Error
Total Base Bid
Deark E&C, Inc.
Unit
BASE BID ITEMS
Item
No. Bid Item Qty
Low Bidder 1, 2, 3
1 of 2
Redlands Regular Meeting 06-07-2022 1144 of 1593
UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
ATTACHMENT "C"
PROJECT NO.: S241001 Bid Date: April 28, 2022
Orange Blossom Trail Phase 3 Estimated Start Date: June 2022 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization 1 LS $58,700.00 $58,700.00 $72,000.00 $72,000.00 $20,000.00 $20,000.00 2 Erosion Control Plan 1 LS $22,700.00 $22,700.00 $19,207.18 $19,207.18 $20,000.00 $20,000.00 3 Traffic Control Plan 1 LS $7,000.00 $7,000.00 $3,668.21 $3,668.21 $33,400.00 $33,400.00 4 Construction Surveying 1 LS $35,700.00 $35,700.00 $60,215.00 $60,215.00 $98,000.00 $98,000.00 5 Clearing and Grubbing 1 LS $8,500.00 $8,500.00 $31,402.59 $31,402.59 $7,000.00 $7,000.00 6 Grading 1 LS $62,500.00 $62,500.00 $121,147.16 $121,147.16 $39,000.00 $39,000.00 7 4" Asphalt Concrete Pavement over 12" Native. 22,896 SF $5.50 $125,928.00 $4.15 $95,018.40 $6.00 $137,376.00 8 Bike Trail Signage, Striping, and Markings 1 LS $10,900.00 $10,900.00 $10,210.16 $10,210.16 $10,806.00 $10,806.00 9 30"X30" Inlet & Grate 1 EA $11,000.00 $11,000.00 $7,108.27 $7,108.27 $6,428.00 $6,428.00 10 Three Rail PVC Fence 2,488 LF $31.25 $77,750.00 $57.62 $143,358.56 $72.00 $179,136.00 11 Decorative Concrete 4,091 SF $16.00 $65,456.00 $26.30 $107,593.30 $18.50 $75,683.50 12 Adjust MH 2 EA $1,200.00 $2,400.00 $5,185.75 $10,371.50 $739.00 $1,478.00 13 Truncated Domes 270 SF $66.00 $17,820.00 $56.50 $15,255.00 $90.00 $24,300.00 14 Construct ADA Curb ramps type 1 4 EA $2,500.00 $10,000.00 $6,053.53 $24,214.12 $5,000.00 $20,000.00 15 Construct ADA Curb ramps type 1A 1 EA $5,800.00 $5,800.00 $6,053.51 $6,053.51 $4,500.00 $4,500.00 16 Grind and overlay variable thickness pavement 4,904 SF $1.70 $8,336.80 $1.73 $8,483.92 $7.94 $38,937.76 17 Overlay variable thickness pavement 108 SF $20.00 $2,160.00 $11.52 $1,244.16 $26.19 $2,828.52 18 4" Concrete Side Walk 585 SF $10.00 $5,850.00 $13.22 $7,733.70 $10.16 $5,943.60 19 6" Concrete curb & gutter 117 LF $35.00 $4,095.00 $73.37 $8,584.29 $75.78 $8,866.26 20 Install 24" RCP 33 LF $275.00 $9,075.00 $473.63 $15,629.79 $270.00 $8,910.00 21 Grouted Rip-Rap 14 CY $525.00 $7,350.00 $1,023.71 $14,331.94 $1,600.00 $22,400.00 22 tubular steel Gate 4 EA $2,800.00 $11,200.00 $4,609.56 $18,438.24 $4,900.00 $19,600.00 23 Precast Concrete Litter Receptacle 2 EA $3,500.00 $7,000.00 $3,625.18 $7,250.36 $6,000.00 $12,000.00 24 6" Mow curb 4,956 LF $20.15 $99,863.40 $29.06 $144,021.36 $17.00 $84,252.00 25 Street Crossing Monument Sign 3 EA $18,300.00 $54,900.00 $16,102.74 $48,308.22 $9,335.00 $28,005.00 26 Trail Head Monument Sign 1 EA $49,700.00 $49,700.00 $55,517.71 $55,517.71 $43,590.00 $43,590.00 27 install 4" atrium drain 1 EA $550.00 $550.00 $570.15 $570.15 $460.00 $460.00 28 install 4" pvc pipe 7 EA $155.00 $1,085.00 $659.17 $4,614.19 $389.00 $2,723.00 29 "no dumping drains to ocean" stencil. 2 EA $150.00 $300.00 $2,880.97 $5,761.94 $68.00 $136.00 30 Bio Retention Basin 155 LF $1,450.00 $224,750.00 $1,266.85 $196,361.75 $2,200.00 $341,000.00 31 Concrete Swale 2,478 LF $16.00 $39,648.00 $23.28 $57,687.84 $28.00 $69,384.00 32 Concrete Island 300 SF $33.50 $10,050.00 $52.79 $15,837.00 $21.00 $6,300.00 33 Warning Sign 12 EA $400.00 $4,800.00 $374.53 $4,494.36 $396.00 $4,752.00 34 install no left turn 1 EA $370.00 $370.00 $334.19 $334.19 $353.00 $353.00 35 Install Reflective delineator (type E) 26 LS $70.00 $1,820.00 $57.62 $1,498.12 $61.00 $1,586.00 36 Paint yellow(thermoplastic) striping 384 LF $9.00 $3,456.00 $8.07 $3,098.88 $8.56 $3,287.04 37 Trench Drain 12 LF $250.00 $3,000.00 $381.48 $4,577.76 $575.00 $6,900.00 38 Precast Removable Bollard 11 EA $1,750.00 $19,250.00 $1,726.21 $18,988.31 $2,000.00 $22,000.00 39 Unforeseen Work 1 LS $75,000.00 $75,000.00 $75,000.00 $75,000.00 $75,000.00 $75,000.00 40 Demobilization 1 LS $10,000.00 $10,000.00 $4,235.74 $4,235.74 $6,000.00 $6,000.00 Additions/Deductions $0.00 $0.00 $0.00
$1,175,763.20 $1,449,426.88 $1,492,321.68
Arithmetic Error
C.S. Legacy Consruction, Inc. Gentry General Engineering, Inc.
BASE BID ITEMS
Total Base Bid
Item
No. Bid Item Qty Unit
California Landscape & Design,
Inc.
Low Bidder 4, 5, 6
2 of 2
Redlands Regular Meeting 06-07-2022 1145 of 1593
TENNESSEE ST
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BUSINESS CENTER CT
KANSAS ST
W PARK AVE
W STATE ST
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LOCATION MAP
OneStop.mxd
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Scale
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on this map.
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in nature, therefore the information shown may
or may not be the most current.
February 24, 2022
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ALABAMA ST TO KANSAS ST
KANSAS ST TO TENNESSEE ST
ALABAMA ST
CALIFORNIA ST
ORANGE BLOSSOM TRAIL
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WEST PARK AVE PROJECT NO. 241001
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MISSION CHANNEL
KANSAS ST
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Redlands Regular Meeting 06-07-2022 1146 of 1593
City Council/Successor Agency Meeting K. 8.
DATE: 06/07/2022
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of Resolution Nos. 8295 - Annual Engineer's Reports Preliminary Approval, and 8296 - Declaration of Intention to Levy Fiscal Year 22/23 Street Lighting District No. 1 and Landscape Maintenance District No. 1 Assessments (Municipal Utilities and Engineering Director Harris)
MOTION(S):
If the City Council determines the staff recommendation is appropriate, the following motion is provided:
I move to adopt Resolution Nos. 8295 and 8296.
RECOMMENDATION:
Staff recommends City Council adopt Resolution Nos. 8295 preliminarily approving the annual Engineer's Reports for Landscape Maintenance District No. 1 and Street Lighting District No. 1, and 8296 declaring the City Council’s intention to levy and collect assessments for fiscal year 22/23 and scheduling a June 21, 2022 Public Hearing to receive comments related to levying assessments within the these districts.
DISCUSSION:
On July 7, 1987, City Council ordered the formation of Landscape Maintenance District No. 1 (LM District), which was established to ensure satisfactory levels of maintenance are provided. LM District assessments provide funding for labor, material, and equipment associated with landscape services provided by the City within the LM District. These services include turf and ground cover maintenance, irrigation, tree and bush trimming, and LM District management.
On September 19, 1989, City Council ordered the formation of Street Lighting District No. 1 (SL District), which was established to generate funding for Redlands Regular Meeting 06-07-2022 1147 of 1593
electricity to power streetlights, labor, material, and equipment costs to replace burned out or damaged streetlight bulbs, damaged streetlight poles, and provide SL District management.
On May 3, 2022, City Council approved Goutam Dobey, Engineering Manager, as the Assessment Engineer for both districts. As the Assessment Engineer, Mr.
Dobey is responsible for the preparation of the Engineer’s Reports required to levy the annual assessments in accordance with the California Streets and Highways Code.
Staff has prepared the comprehensive Engineer’s Reports to establish fiscal year 22/23 LM District and SL District assessments that will recover costs for City services within both districts. Appendix “D” of the Engineer's Reports detail the assessments and provide a description of specific areas to be assessed. The Assessment District diagrams are also included in the Engineer's Report as Appendix “B”. No new areas are proposed for annexation into the districts.
A public hearing is required to levy these assessments. The date of the Public Hearing will be set by adoption of Resolution No. 8296. At the Public Hearing, the Council will consider Resolution Nos. 8297 and 8298 to approve the Engineer’s Report for Street Lighting District No. 1 and Landscape Maintenance District No. 1 and implement the assessments for Fiscal Year 2022-2023.
ALTERNATIVES:
The City Council may deny the staff recommendation, although the San Bernardino County Assessor will not impose an assessment on property tax bills without adoption of the annual Engineer’s Reports.
STRATEGIC PLAN:
N/A
SUBMITTED BY:
John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:
Charles M. Duggan Jr., City Manager
REVIEWED BY:
Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Christopher Boatman, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Goutam Dobey, Engineering Manager
Redlands Regular Meeting 06-07-2022 1148 of 1593
PREPARED BY:
Donald P. Young, One Stop Permit Center Manager
Fiscal Impact
Fiscal Year: FY 22/23
Revenue Generating: Yes
Appropriation Required Y/N: No
Discussion:
The proposed FY 22/23 SL District and LM District assessments are anticipated to generate revenues of $25,465.25 and $28,784.34 respectively, which will supplement Facilities and Community Services Department costs to provide services within the districts.
Attachments
A. Resolution 8295 SLD and LMD Preliminary Approval
B. Resolution 8296 SLD and LMD Intent
C. 10 Day Display Notice
D. LMD Engineer's Report
E. SLD Engineer's Report
Redlands Regular Meeting 06-07-2022 1149 of 1593
RESOLUTION NO. 8295
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS
GIVING PRELIMINARY APPROVAL OF THE ENGINEER'S REPORTS FOR FISCAL YEAR 2022-2023 FOR STREET LIGHTING DISTRICT NO. 1 AND LANDSCAPE MAINTENANCE DISTRICT NO. 1
WHEREAS, the City Council of the City of Redlands (the “City Council”) has heretofore determined that the public interest, convenience and necessity require the maintenance and operation of street lighting and appurtenant facilities, as set forth in Section 22525 of the Streets and Highways Code, within the incorporated boundaries of the City of Redlands; and WHEREAS, the City Council has heretofore determined that the public interest, convenience and necessity require the maintenance of landscape and irrigation facilities set forth in Section 22525 of the Streets and Highways Code within the incorporated boundaries of the City of Redlands; and
WHEREAS, Goutam Dobey, the City of Redlands’ Engineering Manager, has been appointed “Assessment Engineer” with all provisions of Part 2 of Division 15 of the Streets and Highways Code applicable to the Engineer being applied to the “Assessment Engineer;” and WHEREAS, Sections 22622 and 22623 of the Streets and Highways Code require that an Engineer's Report be prepared and filed annually, specifying the assessments to be levied against the benefitting properties within the City’s Street Lighting District No. 1 and Landscape Maintenance District No. 1; and
WHEREAS, the City of Redlands Engineering Manager, as the Assessment Engineer, has prepared and filed with the City Clerk reports in writing as required by the Landscaping and Lighting Act of 1972 and in compliance with Article XIIID of the California Constitution; and WHEREAS, the City Council has duly considered said reports and each and every part thereof; and finds that each and every part of said reports is sufficient, and that no part of said reports requires modification in any respect;
NOW, THEREFORE, be it resolved by the City Council of the City of Redlands as follows:
Section 1. That the Engineer's estimate of the itemized costs and expenses of said work and of the incidental expenses in connection therewith, contained in said reports be, and each of them are hereby, preliminarily approved and confirmed.
Section 2. That the diagram showing the Street Lighting District No. 1 and Landscape Maintenance District No. 1 referred to and described in said reports, and the boundaries of the lots and parcels of land within such assessment district as the same existed at the time of passage of this resolution, are hereby preliminarily approved and confirmed.
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Section 3. That the proposed assessment upon the properties in Street Lighting District No. 1 and Landscape Maintenance District No. 1, in proportion to the estimated benefit to be received by such properties, respectively, from said work and of the incidental expenses thereof, as contained in said report is hereby preliminarily approved and confirmed.
Section 4. That said reports shall stand as the Engineer's Report for the purposes of all subsequent proceedings for Street Lighting District No. 1 and Landscape Maintenance District No. 1.
APPROVED AND ADOPTED this 7th day of June, 2022.
________________________
Paul T. Barich, Mayor
ATTEST:
__________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting 06-07-2022 1151 of 1593
I, Jeanne Donaldson, City Clerk of the City of Redlands hereby certify that the foregoing resolution was duly adopted by the City Council at a regular meeting thereof held on the 7th day of June, 2022, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAINED:
_______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting 06-07-2022 1152 of 1593
RESOLUTION NO. 8296
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS
DECLARING ITS INTENTION TO LEVY AND COLLECT ASSESSMENTS WITHIN REDLANDS’ STREET LIGHTING ASSESSMENT DISTRICT NO. 1 AND LANDSCAPE ASSESSMENT DISTRICT NO. 1 FOR FISCAL YEAR 2022-2023 PURSUANT TO THE LANDSCAPING AND LIGHTING ACT OF 1972, AND ESTABLISHING A TIME AND PLACE FOR PUBLIC HEARINGS
FOR THE TWO DISTRICTS TO CONSIDER PROTESTS
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDLANDS AS FOLLOWS:
Section 1. The City Council of the City of Redlands hereby (1) finds that the public interest and convenience requires, and (2) declares its intention to levy and collect, assessments against the lots and parcels of property within an existing assessment districts designated “Redlands’ Street Lighting Assessment District No. 1 and Landscape Assessment District No. 1” (the “Districts”) pursuant to the provisions of the Landscaping and Lighting Act of 1972, Part 2 of Division 15 of the Streets and Highways Code (commencing with Section 22500) (the “Act”) for fiscal year 2022-2023, commencing July 1, 2022, and ending June 30, 2023, to pay for the costs and expenses of the improvements described in Section 3 hereof.
Section 2. Reference is hereby made to a map on file in the office of the City Clerk and open for public inspection for a description of the exterior boundaries of the Districts.
Section 3. The proposed improvements are briefly described as follows: The operation, maintenance and servicing of public within the District, including the operation, maintenance and servicing of public lighting facilities and landscaping, including safety lighting, traffic signals, trees, shrubs, grass and other ornamental vegetation, and appurtenant facilities, located along public roadways, streets and rights-of-way within the boundaries of the Districts. “Maintenance” means the furnishing of services and materials for the ordinary and usual maintenance, operation and servicing of the public lighting and landscaping facilities, and appurtenant facilities, including repair, removal or replacement of all or part of any of the public lighting and landscaping facilities, or appurtenant facilities. “Servicing” means the maintenance of any of the public lighting and landscaping facilities or appurtenant facilities, including the furnishing of electric current, energy or gas for the operation of any of the lighting facilities and the furnishing of water for the irrigation of any of the landscaping facilities.
Section 4. The assessments to be levied and collected against the assessable lots and parcels of property within the Districts for fiscal year 2022-2023 are not proposed to increase from the assessments levied and collected for fiscal year 1997-1998.
Section 5. Public property owned by any public agency and in use in the performance of a public function which is included within the boundaries of the Districts shall not be subject to assessment to be made under these proceedings to cover any of the costs and expenses of the improvements.
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Section 6. All railroad, gas, water and electric utility rights-of-way are included within the Districts and shall be assessed in accordance with the benefits received from the improvements.
Section 7. Reference is hereby made to the Reports of the Engineer entitled “City of Redlands Street Lighting District No. 1 Engineer’s Report for Fiscal Year 2022-2023” and “City of Redlands Landscape Maintenance District No. 1 Engineer’s Report for Fiscal Year 2022-2023” on file in the office of the City Clerk for a full and detailed description of the improvements, the boundaries of the District and any zones therein and the proposed assessments upon assessable lots and parcels of land within the District.
Section 8. Notice is hereby given that the City Council appoints Tuesday, the 21st day of June, 2022, at the hour of 6:00 p.m., or as soon thereafter as the matter may be heard, in the Council Chambers at City Hall, City of Redlands, 35 Cajon Street, Suite 2, Redlands, California 92373, as the time and place for two public hearings to consider protests or objections to the levy of the proposed assessments in connection with the districts. All interested persons shall be afforded the opportunity to hear and be heard. Any interested person may file a written protest with the City Clerk prior to the conclusion of the hearing. A written protest shall state all grounds of objection. A protest by a property owner shall contain a description sufficient to identify the property owned by the signer thereof. The City Council shall consider all oral statements and all written protests made or filed by any interested person.
Section 9. The City Clerk is hereby authorized and directed to give notice of such hearing in accordance with law.
Section 10. The City Council hereby determines and declares that the proposed assessments constitute a continuation of assessments existing on the effective date of Article XIIID, that the assessments are imposed exclusively to finance the maintenance and operation expenses for streets and that the assessments are exempt from the requirements of Article XIIID, Section 4 of the California Constitution.
Section 11. The City Council hereby designates Goutam Dobey, Engineering Manager, telephone number (909) 798-7584 x2, to answer inquiries regarding the hearing, protest proceedings and procedural or technical matters.
ADOPTED, SIGNED AND APPROVED this 7th day of June, 2022. ______________________________
Paul T. Barich, Mayor
ATTEST:
__________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting 06-07-2022 1154 of 1593
I, Jeanne Donaldson, City Clerk of the City of Redlands, hereby certifies that the foregoing resolution was duly adopted by the City Council, at a regular meeting thereof, held on the 7th day of June, 2022, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAINED:
______________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting 06-07-2022 1155 of 1593
CITY OF REDLANDS
CITY COUNCIL
NOTICE OF PUBLIC HEARING
NOTICE is hereby given that the City Council of the City of Redlands, County of San Bernardino, State of California, will hold a public hearing to consider the following:
1. PUBLIC HEARING to consider Resolution No. 8297 and 8298 to approve the Engineer’s Report for Street Lighting District No. 1 and Landscape Maintenance District No. 1 and implement the assessments for Fiscal Year 2022-2023 City of Redlands, Applicant
In accordance with the Landscaping and Lighting Act of 1972 and in compliance with Article XIIID of the California Constitution a report has been prepared and filed with the City Clerk.
The general public and all persons affected by this proceeding may appear and be heard at the time of the Public Hearing. In addition, the general public and all persons affected by this proceeding may submit comments up until 5 p.m. the day before the City Council meeting by email at [email protected] or through the public comment form on the City’s website at https://www.cityofredlands.org/public-speaker-form. Written comments may also be provided by 5 p.m. the day before the City Council meeting directly to the City Clerk’s Office at 35 Cajon Street. All public comment will be included in the public record of the meeting.
The full text of the proposed Resolutions, and all materials relevant to this hearing, are available for public inspection in the Municipal Utilities and Engineering Department, located at 35 Cajon Street, Ste. 15A, Redlands, California. Phone number is (909) 798-7698. Website: www.cityofredlands.org The public hearing will be held in the Council Chambers, Civic Center, 35 Cajon Street, Ste. 2, Redlands, California, at 6:00 P.M., or as soon thereafter as may be heard, on Tuesday, June 21, 2022.
If you challenge the Resolution described in this notice in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council prior to the public hearing. ________________________________
Jeanne Donaldson, City Clerk
City of Redlands, California
Redlands Regular Meeting 06-07-2022 1156 of 1593
CITY OF REDLANDS
LANDSCAPE MAINTENANCE DISTRICT NO. 1
ENGINEER’S REPORT
FOR FISCAL YEAR 2022-2023
CITY OF REDLANDS
MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
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Redlands Regular Meeting 06-07-2022 1158 of 1593
ENGINEER’S REPORT AFFIDAVIT
Landscape Maintenance District No. 1
City of Redlands
San Bernardino County, State of California
This Report describes the Landscape Maintenance District No. 1 (“District”) and services therein including the improvements, budgets, parcels and assessments to be levied for Fiscal Year 2022-2023 as they existed at the time of the passage of the Resolution of Intention. Reference is hereby made to the San Bernardino County Assessor’s maps for a detailed description of the lines and dimensions of parcels within the District. The undersigned respectfully submits the enclosed Report as directed by the City Council.
Dated this 1st day of June, 2022
By:
Goutam Dobey
Engineering Manager
R.C.E # 75646
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City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
TABLE OF CONTENTS
I. AUTHORITY FOR REPORT
II. GENERAL DESCRIPTION
III. PLANS AND SPECIFICATIONS
IV. IMPROVEMENTS
V. ASSESSMENT DIAGRAM
VI. ESTIMATED COSTS AND MAINTENANCE
VII. ASSESSMENT ROLL
VIII. PROPOSED BASIS FOR ASSESSMENTS
IX. CALCULATION OF MAINTENANCE AND INCIDENTAL COSTS
X. ESTIMATED ASSESSMENTS FOR FY 2022-2023
APPENDIX A: CALCULATION OF MAINTENANCE AND INCIDENTAL
COST TABLE
APPENDIX B: DISTRICT ASSESSMENT DIAGRAM
APPENDIX C: RESOLUTIONS
APPENDIX D: ASSESSMENT ROLL
Redlands Regular Meeting 06-07-2022 1161 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
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Redlands Regular Meeting 06-07-2022 1162 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
1 I. AUTHORITY FOR REPORT
This report is prepared by order of the City Council of the City of Redlands, California (City). This report is in compliance with the requirements of Chapter 1, Article 4, and Chapter 3 of Division 15 of the Streets and Highway Code of the State of California (Landscape and Lighting Act of 1972) and Article XIIID of the California Constitution.
II. GENERAL DESCRIPTION
The City Council of the City of Redlands, California has heretofore elected to form Landscape Maintenance District No. 1 (District) and annexed territories to said District.
The boundaries of said District and annexations thereto are entitled “Assessment Diagram of Landscape Maintenance District No. 1,” and are on file in the office of the City Clerk of the City of Redlands.
III. PLANS AND SPECIFICATIONS
The plans and specifications for the landscaping either have been or are being prepared by the developers. The plans and specifications for the landscaping will be in conformance with the requirements of the City’s Community Development Department, Planning Division and the Municipal Utilities and Engineering Department (MUED).
Reference is hereby made to the subject tract or parcel maps and assessment diagrams for the exact location of the landscaped areas. The plans and specifications by reference are hereby made a part of this report to the same extent as if said plans and specifications were attached hereto.
IV. IMPROVEMENTS
All areas within the Landscape Maintenance District No. 1, identified in this report as the Original District and Annexation No. L1 through L12, are to be maintained by the District.
For FY 2022/23 the Original District (A, B and C), and Annexations L1-A, L1-B, L2-A, L4-C, L4-W, L5-C and L6-E are the only Annexations currently maintained. The remaining Annexations are either not yet developed or the landscaping has not been accepted by MUED for maintenance by the Facilities and Community Services Department.
The City, through MUED and Facilities and Community Services Department, has developed procedures for inspections, acceptance and maintenance of the landscaping improvements. It is anticipated that the Facilities and Community Services Department will be assigned the overall maintenance responsibilities once landscape improvements for individual Annexations have been accepted for maintenance.
Redlands Regular Meeting 06-07-2022 1163 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
2 V. ASSESSMENT DIAGRAM
The assessment diagrams for the original districts and subsequent Annexations by reference are hereby made a part of this report and shown as Appendix B.
VI. ESTIMATED COSTS AND MAINTENANCE
It is anticipated that the City, through its Facilities and Community Services Department, will provide maintenance services for the District. The City’s record keeping will be required to be sufficiently accurate to detail the expenses so that actual cost of maintaining the District and Annexations are documented.
The District and Annexations which are maintained and those Annexations which are not maintained at this time, have been in existence for a number of years. Over the years the existing assessments have not kept pace with the true annual cost of maintenance and administration. As a result, the surplus balances established at the formation of the District and Annexations have depleted to cover expenses.
Approximately fifty-one (51) percent of the general administration and engineering costs are charged to the District and Annexations having landscaping maintained by the City.
Forty-nine (49) percent is spread to properties on an equal assessment per lot with on-site development, but with either no landscaping installed or landscaping which is not yet accepted for maintenance by the City. The latter assessment has not changed as compared to the last fiscal year and remains at $6.00 per lot.
The assessment per lot for general administration and engineering areas with landscaping maintained by the City is approximately $4.39 per lot for the Original District B and C, and Annexations L1-A, L1-B, L2-A, L4-W and L6-E. For Original District A, this amount is $36.16 per lot and for Annexation L5C it is $8.50 per lot. Annexation L4-C is maintained by the District but the assessment remains at $6.00 per lot.
Since there were numerous locations as part of Annexation Nos. 1, 2, 3, 4, etc. they were identified on the diagram as Original A, 1-1A, 1-1B, etc. Prefix L is added to the identification on the later annexations to identify that it is within the District. The description of the annexations will be within Sections IX and X of this report.
VII. ASSESSMENT ROLL
Following the public hearing for FY 2022-2023 (FY 22/23) assessments and the City Council’s approval of the assessments, an assessment roll will be prepared. The assessment roll will include the assessment parcel number, the San Bernardino County Assessor’s parcel number and the confirmed assessment for each parcel. The assessment roll will be filed with the City Clerk and will subsequently be transmitted to the San Bernardino County Auditor/Tax Collector.
Redlands Regular Meeting 06-07-2022 1164 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
3 VIII. PROPOSED BASIS FOR ASSESSMENTS
The City Council has heretofore determined that it will be necessary to utilize the provisions of the Landscaping and Lighting Act of 1972, a benefit assessment act, for the Original District and the subsequent Annexations to the District and to assess benefitting properties in proportion to the benefits that the various properties will receive.
IX. CALCULATION OF MAINTENANCE AND INCIDENTAL COST
For a breakdown of the Maintenance and Incidental Costs see Appendix A – Calculation of Maintenance and Incidental Cost Table
X. ESTIMATED ASSESSMENTS FOR FY 2021-2022
The City Council, in forming the District and in annexing territories to the District, has maintained the philosophy that the subdivider or developer is responsible for the plantings, irrigation system and the maintenance of the improvements until they become well established. The assessments for maintenance thus only include anticipated costs incurred subsequent to the acceptance of the established improvements by MUED.
The maintenance of the landscaping is vital for the protection of both economic and humanistic values of the development. The City Council has heretofore determined that for the preservation of values incorporated within developments adjacent to landscaped areas, the parcels within the developments should be included in a maintenance district to ensure satisfactory levels of maintenance. The establishment of the assessment for each development must be on a unit-by-unit basis, which will preserve the integrity of each project.
The determination of benefit for the lots within the District and Annexations takes into consideration the following facts for the Original Districts and Annexations thereto:
Redlands Regular Meeting 06-07-2022 1165 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
4 Original District - Tracts 13282, 13434 and 13496
1. The purpose of landscaping is to provide an aesthetic impression on the area.
2. The maintained landscaping benefits all properties in the development.
3. The benefits to the lots that are not adjacent to the landscaped areas benefit by the uniform maintenance and appearance. All lots that are not abutting the landscaped areas benefit equally.
4. The landscaping on the Wabash Avenue and San Bernardino Avenue, boundaries of Tracts 13282 and 13434 respectively, is oriented away from the units adjacent to the landscaped areas; however, these properties were given a 10 percent surcharge to recognize proximity and support benefit.
5. The landscaping in the common area along the Alessandro Road frontage of Tract 13496 is oriented towards all units. Two of the lots abut the landscaped areas and were given a 20 percent surcharge to recognize proximity and support benefit.
6. The lots to receive a surcharge shall be considered to be within Assessment Zone “A”.
Formula for Assessment
A = Assessment per interior lot
L = Number of lots that are not adjacent to landscaping areas on the Wabash Avenue frontage of Tract 13282, the San Bernardino Avenue frontage of 13434 and the Alessandro Road frontage of Tract 13496
P = Number of lots with a 10 percent or 20 percent surcharge LA + P [(1.10) or (1.20)] A = Amount to be assessed
The FY 22/23 assessment will be spread based upon the preceding formula.
Redlands Regular Meeting 06-07-2022 1166 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
5 Original 1-A
Tract 13282
The total lot count in Tract 13282 is 38 lots, with 8 of those lots being adjacent to Wabash Avenue.
FY 2022/23 Assessment
(20A) + 8 (1.10A) = $2,409
A = $62.09
APN 0168-681-01 thru 16, 25 thru 38
The amount of assessment for lots that are not adjacent to the landscaping areas on Wabash Avenue = $62.09
APN 0168-681-17 thru 24
The amount of assessment for lots adjacent to Wabash Avenue with a 10 percent surcharge = $68.30
Redlands Regular Meeting 06-07-2022 1167 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
6 Original 1-B
Tract 13434
The total lot count in Tract 13434 is 78 lots, with 4 of these lots being adjacent to San Bernardino Avenue.
FY 22/23 Assessment
(74A) + 4 (1.10A) = $2,826
A = $36.05
APN 0167-802-2 thru 7
APN 0167-803-2 thru 8
APN 0167-804-1 thru 19
APN 0167-823-1 thru 10
APN 0167-284-1 thru 32
The amount of assessment for lots that are not adjacent to the landscaping areas on San Bernardino Avenue = $36.05
APN 0167-802-01, 08
APN 0167-803-01, 09
The amount of assessments for lots adjacent to San Bernardino Avenue with a 10 percent surcharge = $39.65
Redlands Regular Meeting 06-07-2022 1168 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
7 Original 1-C
Tract 13496
The total lot count in Tract 13496 is 9 lots, with 2 of these lots being adjacent to Alessandro Road.
FY 2022/23 Assessment
(7A) + 2 (1.2A) = $12,320
A = $1,310.64
APN 0175-491-02 thru 08
The amount of assessment for lots that are not adjacent to the landscaping areas on Alessandro Road = $1,310.64
APN 0175-491-01, 09
The amount of assessment for lots adjacent to Alessandro Road with a 20 percent surcharge = $1,572.77
Redlands Regular Meeting 06-07-2022 1169 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
8 Annexation No. L1-A – Tract 13745
1. The purpose of landscaping is to provide an aesthetic impression on the area.
2. The maintained landscaping benefits all properties in the development.
3. The benefit to the lots that are not adjacent to the landscaped areas benefit by the uniform maintenance and appearance. All lots that are not abutting the landscaped areas benefit equally.
4. The landscaping on San Bernardino Avenue is oriented away from the lots adjacent to the landscaped areas; however, these properties were given a 10 percent surcharge to recognize proximity and support benefit. These lots within Assessment Zone “A” are shown on the Assessment Diagram.
Formula for Assessment
A = Assessment per interior lot
L = Number of lots that are not adjacent to landscaping areas on San Bernardino Avenue
P = Number of lots with a 10 percent within Assessment Zone “A” LA + P (1.10) A = Amount to be assessed
The FY 22/23 Assessment will be spread based upon the preceding formula. The total lot count in the tract is 38 lots, with 9 of these lots being adjacent to San Bernardino Avenue.
FY 22/23 Assessment
(29A) + 9 (1.10A) = $3,601
A = $92.57
APN 1212-141-01 thru 15, 25 thru 38
The amount of assessment for lots that are not adjacent to the landscaping areas on San Bernardino Avenue = $92.57
APN 1212-141-16 thru 24
The amount of assessments for lots within Assessment Zone “A” adjacent to the San Bernardino Avenue landscaping areas with a 10 percent surcharge = $101.83 Redlands Regular Meeting 06-07-2022 1170 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
9 Annexation No. L1-B – Tract 13765
1. The purpose of landscaping is to provide an aesthetic impression on the area.
2. The maintained landscaping benefits all properties in the development.
3. The benefit to the lots that are not adjacent to the landscaped areas benefit by the uniform maintenance and appearance. All lots that are not abutting the landscaped areas benefit equally.
4. The landscaping on San Bernardino Avenue is oriented away from the lots adjacent to the landscaped areas; however, these properties were given a 10 percent surcharge to recognize proximity and support benefit. These lots within Assessment Zone “A” as shown on the Assessment Diagram.
Formula for Assessment
A = Assessment per interior lot
L = Number of lots that are not adjacent to landscaping areas on San Bernardino Avenue
P = Number of lots with a 10 percent within Assessment Zone “A” LA + P (1.10) A = Amount to be assessed
The FY 22/23 Assessment will be spread based upon the preceding formula. The total lot count in the tract is 25 lots, with 2 of these lots being adjacent to San Bernardino Avenue.
FY 22/23 Assessment
(23A) + 2 (1.10A) = $2,554
A = $101.35
APN 1212-081-54 thru -62
The amount of assessment for lots that are not adjacent to the landscaping areas on San Bernardino Avenue = $101.35
APN 1212-141-39 and -54
The amount of assessments for lots within Assessment Zone “A” adjacent to the San Bernardino Avenue landscaping areas with a 10 percent surcharge = $111.48 Redlands Regular Meeting 06-07-2022 1171 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
10 Annexation No. L2-A – Tract 13947
1. The purpose of landscaping is to provide an aesthetic impression on the area.
2. The maintained landscaping benefits all properties in the development.
3. The benefit to the lots that are not adjacent to the landscaped areas benefit by the uniform maintenance and appearance. All lots that are not abutting the landscaped areas benefit equally.
4. The landscaping on Reservoir Road is oriented away from the lots adjacent to the landscaped areas; however, these properties were given a 20 percent surcharge to recognize proximity and support benefit. These lots are within Assessment Zone “A” as shown on the Assessment Diagram
Formula for Assessment
A = Assessment per interior lot
L = Number of lots that are not adjacent to landscaping areas on Reservoir Road P = Number of lots with a 20 percent within Assessment Zone “A” LA + P (1.20) A = Amount to be assessed
FY 22/23 Assessment will be spread based upon the preceding formula. The total lot count in the tract is 35 lots, with 4 of these lots being adjacent to Reservoir Road.
FY 22/23 Assessment
(31A) + 4 (1.20A) = $1,595
A = $44.55
APN 0174-621-1 thru 7, 9 thru 25, 28 thru 34
The amount of assessment for lots that are not adjacent to the landscaping areas on Reservoir Road = $44.55
APN 0174-621-08, 26, 27, 35
The amount of assessments for lots within Assessment Zone “A” adjacent to the Reservoir Road landscaping areas with a 20 percent surcharge = $53.46.
Redlands Regular Meeting 06-07-2022 1172 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
11 Annexation No. L3-A – Parcel Map 11917
Formula for Assessment
T = Total length of perimeter landscaping = 3,099 feet
L = Individual lot length of perimeter landscaping
A = Amount to be assessed = $600
The FY 22/23 Assessment will be spread based upon the preceding formula. The total lot count in the tract is 4 lots.
FY 22/23 Assessment
Assessment per lot:
APN 0292-032-39 = 1010 ft/3099 ft x $600 = $195.55
APN 0292-032-40 = 206 ft/3099 ft x $600 = $39.88
APN 0292-032-41 = 324 ft/3099 ft x $600 = $62.73
APN 0292-032-42 = 1559 ft/3099 ft x $600 = $301.84
Redlands Regular Meeting 06-07-2022 1173 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
12 Annexation No. L5-C – Tract 14556
1. The purpose of landscaping is to provide an aesthetic impression on the area.
2. The maintained landscaping benefits all properties in the development.
3. The benefit to the lots that are not adjacent to the landscaped areas benefit by the uniform maintenance and appearance. All lots that are not abutting the landscaped areas benefit equally.
4. The landscaping on the median at the intersection of Franklin Avenue and Garden Street is oriented away from lots adjacent to the landscaped areas; however, these properties were given a 10 percent surcharge to recognize proximity and support benefit. These lots within Assessment Zone “A” as shown on the Assessment Diagram.
Formula for Assessment
A = Assessment per interior lot
L = Number of lots that are not adjacent to landscaping areas on Franklin Avenue and Garden Street
P = Number of lots with a 10 percent within Assessment Zone “A” LA + P (1.10) A = Amount to be assessed
The FY 22/23 Assessment will be spread based upon the preceding formula. The total lot count in the tract is 10 lots, with 4 of these lots being in close proximity to the landscaped median at the intersection of Franklin Avenue and Garden Street.
FY 22/23 Assessment
(6A) + 4 (1.10A) = $815
A = $78.37
APN 0176-441-18, 23 thru 27
The amount of assessment for lots that are not adjacent to the landscaping areas = $78.37 APN 0174-441-19 thru 22
The amount of assessments for lots within Assessment Zone “A” adjacent to the landscaping areas with a 10 percent surcharge = $86.20
Redlands Regular Meeting 06-07-2022 1174 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
13 Annexation No. L4, L5 (except L5-C), L6, L7, L8, L9, L10, L11 and L12 No assessments are proposed to be levied on the parcels in these annexations in association with the landscape maintenance costs. However, these parcels will receive special benefit and be assessed for the per lot general City overhead charges and the prorated share of the Annual Engineer’s Report to ensure that the required landscaping be maintained to the standards established by the City and anticipated when the improvements were initially required. The assessment will be $6.00 per lot in each of these annexations. * * * * * * * * * * * *
The City Council will hold a public meeting on June 21, 2022 to determine the assessments based upon the costs for FY 2022-2023 which are anticipated to be incurred by the City and which are to be recovered through assessments as required by the Landscaping and Lighting District Act of 1972.
Redlands Regular Meeting 06-07-2022 1175 of 1593
City of Redlands
Landscape Maintenance District No. 1
Engineer’s Report
Fiscal Year 2022-2023
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Redlands Regular Meeting 06-07-2022 1176 of 1593
APPENDIX A
CALCULATION OF MAINTENANCE AND INCIDENTAL COST TABLE
Redlands Regular Meeting 06-07-2022 1177 of 1593
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Redlands Regular Meeting 06-07-2022 1178 of 1593
APPENDIX A
COST TABLE
ENGINEER'S REPORT
LANDSCAPE MAINTENANCE DISTRICT NO. 1, FY 2022-2023