Exhibit M-2 - Draft Environmental Impact Report Appendices — Fresno City Council, July 25, 2024 (part 3 of 3)

City of Fresno
Fowler Avenue
N/ Floradora Avenue
24 Hour Directional Volume Count

FSO001
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 20 102 11 90
12:15 17 108 16 111
12:30 21 97 19 109
12:45 16 114 74 421 20 93 66 403 140 824
01:00 18 113 11 107
01:15 9 105 9 120
01:30 16 115 8 136
01:45 6 129 49 462 5 114 33 477 82 939
02:00 8 132 7 112
02:15 8 134 10 127
02:30 7 128 8 123
02:45 10 123 33 517 13 110 38 472 71 989
03:00 11 121 6 118
03:15 5 135 5 127
03:30 7 125 7 124
03:45 7 133 30 514 8 117 26 486 56 1000
04:00 9 122 3 109
04:15 7 112 13 131
04:30 7 139 18 122
04:45 15 131 38 504 7 127 41 489 79 993
05:00 10 150 19 136
05:15 14 169 26 112
05:30 32 148 56 131
05:45 22 164 78 631 32 114 133 493 211 1124
06:00 29 151 43 131
06:15 35 144 50 125
06:30 62 135 95 115
06:45 62 139 188 569 65 126 253 497 441 1066
07:00 66 144 106 122
07:15 86 135 117 111
07:30 99 95 143 89
07:45 88 85 339 459 127 89 493 411 832 870
08:00 95 113 160 85
08:15 118 98 140 69
08:30 110 93 134 74
08:45 124 93 447 397 118 72 552 300 999 697
09:00 121 85 121 76
09:15 138 69 122 59
09:30 110 53 123 66
09:45 91 70 460 277 125 37 491 238 951 515
10:00 92 64 91 50
10:15 98 49 117 58
10:30 92 51 113 46
10:45 110 35 392 199 97 21 418 175 810 374
11:00 78 37 122 40
11:15 99 36 103 22
11:30 99 30 119 26
11:45 90 22 366 125 110 15 454 103 820 228
Total 2494 5075 2494 5075 2998 4544 2998 4544 5492 9619 Combined
Total 7569 7569 7542 7542 15111
AM Peak - 08:30 - - - 07:30 - - - - -
Vol. - 493 - - - 570 - - - - -
P.H.F. 0.893 0.891
PM Peak - - 05:15 - - - 04:15 - - - -
Vol. - - 632 - - - 516 - - - -
P.H.F. 0.935 0.949

Percentag
e 33.0% 67.0% 39.8% 60.2%
ADT/AADT ADT 15,111 AADT 15,111

Page 1 ends

City of Fresno
Fowler Avenue
B/ Floradora Avenue - Olive Avenue
24 Hour Directional Volume Count

FSO002
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 101 11 89
12:15 17 105 15 112
12:30 21 97 19 106
12:45 16 111 73 414 20 91 65 398 138 812
01:00 18 109 11 107
01:15 8 101 9 119
01:30 16 110 7 133
01:45 6 127 48 447 5 111 32 470 80 917
02:00 7 126 7 108
02:15 8 129 10 123
02:30 7 122 8 122
02:45 9 122 31 499 12 109 37 462 68 961
03:00 11 120 6 118
03:15 5 127 5 124
03:30 6 122 6 115
03:45 6 120 28 489 7 113 24 470 52 959
04:00 9 120 3 105
04:15 6 108 12 113
04:30 7 132 18 101
04:45 15 127 37 487 7 99 40 418 77 905
05:00 8 141 19 107
05:15 14 157 25 96
05:30 32 138 56 121
05:45 21 153 75 589 32 110 132 434 207 1023
06:00 28 144 43 117
06:15 35 140 49 104
06:30 59 124 94 103
06:45 64 133 186 541 63 124 249 448 435 989
07:00 66 134 103 117
07:15 83 132 113 110
07:30 97 95 139 88
07:45 85 86 331 447 120 88 475 403 806 850
08:00 88 110 153 82
08:15 104 97 116 68
08:30 104 91 108 74
08:45 111 93 407 391 103 72 480 296 887 687
09:00 106 83 107 76
09:15 129 69 115 59
09:30 108 53 121 65
09:45 81 69 424 274 121 37 464 237 888 511
10:00 89 63 90 49
10:15 94 48 114 56
10:30 89 51 112 44
10:45 108 36 380 198 95 22 411 171 791 369
11:00 78 36 119 40
11:15 98 36 101 23
11:30 98 30 119 24
11:45 92 22 366 124 109 15 448 102 814 226
Total 2386 4900 2386 4900 2857 4309 2857 4309 5243 9209 Combined
Total 7286 7286 7166 7166 14452
AM Peak - 08:45 - - - 07:30 - - - - -
Vol. - 454 - - - 528 - - - - -
P.H.F. 0.880 0.863
PM Peak - - 05:15 - - - 01:30 - - - -
Vol. - - 592 - - - 475 - - - -
P.H.F. 0.943 0.893

Percentag
e 32.7% 67.3% 39.9% 60.1%
ADT/AADT ADT 14,452 AADT 14,452

Page 1 ends

City of Fresno
Fowler Avenue
B/ Olive Avenue - State Route 180 Westbound
24 Hour Directional Volume Count

FSO003
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 105 14 118
12:15 28 117 18 131
12:30 22 117 21 142
12:45 18 116 94 455 21 115 74 506 168 961
01:00 23 122 14 142
01:15 8 108 13 138
01:30 18 128 14 158
01:45 9 126 58 484 8 147 49 585 107 1069
02:00 8 148 8 143
02:15 6 117 8 122
02:30 8 128 10 156
02:45 11 133 33 526 11 146 37 567 70 1093
03:00 15 124 10 145
03:15 6 131 4 153
03:30 6 146 14 146
03:45 6 123 33 524 10 152 38 596 71 1120
04:00 11 92 6 154
04:15 9 100 16 162
04:30 10 121 20 170
04:45 13 119 43 432 13 150 55 636 98 1068
05:00 8 120 18 157
05:15 19 131 36 149
05:30 31 107 66 154
05:45 18 141 76 499 51 154 171 614 247 1113
06:00 30 127 51 147
06:15 35 128 76 157
06:30 77 117 136 149
06:45 81 127 223 499 92 149 355 602 578 1101
07:00 97 131 139 151
07:15 120 121 152 132
07:30 124 109 201 118
07:45 93 125 434 486 190 95 682 496 1116 982
08:00 107 126 207 96
08:15 107 138 183 84
08:30 129 106 223 92
08:45 104 110 447 480 200 88 813 360 1260 840
09:00 139 104 187 98
09:15 121 87 172 60
09:30 84 80 181 72
09:45 92 81 436 352 158 79 698 309 1134 661
10:00 102 64 124 58
10:15 100 48 124 64
10:30 109 57 158 55
10:45 116 48 427 217 129 21 535 198 962 415
11:00 88 41 133 45
11:15 122 41 127 33
11:30 111 36 130 23
11:45 106 24 427 142 140 20 530 121 957 263
Total 2731 5096 2731 5096 4037 5590 4037 5590 6768 10686 Combined
Total 7827 7827 9627 9627 17454
AM Peak - 08:30 - - - 08:00 - - - - -
Vol. - 493 - - - 813 - - - - -
P.H.F. 0.887 0.911
PM Peak - - 02:45 - - - 04:15 - - - -
Vol. - - 534 - - - 639 - - - -
P.H.F. 0.914 0.940

Percentag
e 34.9% 65.1% 41.9% 58.1%
ADT/AADT ADT 17,454 AADT 17,454

Page 1 ends

City of Fresno
Fowler Avenue
B/ State Route 180 Eastbound - Belmont Avenue
24 Hour Directional Volume Count

FSO005
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 22 120 22 114
12:15 15 138 27 104
12:30 12 97 32 97
12:45 19 117 68 472 21 103 102 418 170 890
01:00 15 119 25 121
01:15 6 113 20 128
01:30 3 122 23 106
01:45 4 95 28 449 9 129 77 484 105 933
02:00 5 137 10 146
02:15 7 158 10 114
02:30 8 133 11 122
02:45 4 124 24 552 11 134 42 516 66 1068
03:00 8 127 8 148
03:15 3 88 10 168
03:30 5 109 9 163
03:45 3 120 19 444 6 180 33 659 52 1103
04:00 5 105 10 180
04:15 5 85 5 187
04:30 10 106 5 219
04:45 16 85 36 381 13 171 33 757 69 1138
05:00 18 86 21 222
05:15 15 109 23 215
05:30 30 133 18 250
05:45 27 159 90 487 22 243 84 930 174 1417
06:00 38 164 28 262
06:15 52 176 31 253
06:30 77 143 46 225
06:45 69 147 236 630 69 183 174 923 410 1553
07:00 78 136 81 191
07:15 118 113 77 168
07:30 148 103 100 145
07:45 159 102 503 454 133 128 391 632 894 1086
08:00 208 110 112 105
08:15 235 97 123 94
08:30 270 76 129 127
08:45 241 66 954 349 135 113 499 439 1453 788
09:00 209 83 119 106
09:15 189 58 123 99
09:30 138 67 110 80
09:45 113 58 649 266 103 101 455 386 1104 652
10:00 98 52 96 94
10:15 127 28 90 82
10:30 154 40 101 73
10:45 117 41 496 161 89 52 376 301 872 462
11:00 115 26 114 69
11:15 133 28 98 46
11:30 137 26 105 38
11:45 101 19 486 99 127 19 444 172 930 271
Total 3589 4744 3589 4744 2710 6617 2710 6617 6299 11361 Combined
Total 8333 8333 9327 9327 17660
AM Peak - 08:15 - - - 08:15 - - - - -
Vol. - 955 - - - 506 - - - - -
P.H.F. 0.884 0.937
PM Peak - - 05:45 - - - 05:30 - - - -
Vol. - - 642 - - - 1008 - - - -
P.H.F. 0.912 0.962

Percentag
e 43.1% 56.9% 29.1% 70.9%
ADT/AADT ADT 17,660 AADT 17,660
Day: City: Fresno
Date: Project #: CA18_7292_002

NB SB EB WB
2,408 3,041 00
AM Period NB SB EB WB NB SB EB WB
00:00 2 1 3 32 27 59
00:15 2 0 2 21 36 57
00:30 3 2 5 31 29 60
00:45 2914 3 1 3 2 5 1 0 9 3 3 1 2 5 5 8 2 3 4
01:00 2 1 3 22 27 49
01:15 1 1 2 22 36 58
01:30 3 0 3 22 38 60
01:45 1713 2 1 0 3 3 9 9 3 1 1 3 2 6 4 2 3 1
02:00 2 2 4 32 35 67
02:15 6 0 6 28 40 68
02:30 2 6 8 45 38 83
02:45 2 12 1 9 3 21 55 160 53 166 108 326
03:00 1 3 4 41 58 99
03:15 2 1 3 55 76 131
03:30 0 6 6 65 43 108
03:45 0 3 5 15 5 18 56 217 36 213 92 430
04:00 2 7 9 52 40 92
04:15 0 7 7 77 48 125
04:30 0 14 14 88 47 135
04:45 2 4 4 32 6 36 81 298 37 172 118 470
05:00 4 21 25 97 53 150
05:15 5 12 17 93 57 150
05:30 8 32 40 88 51 139
05:45 18 35 43 108 61 143 70 348 34 195 104 543
06:00 1 1 45 5 6 4 8 26 7 4
06:15 1 4 45 5 9 4 9 40 8 9
06:30 12 92 104 37 39 76
06:45 33 70 87 269 120 339 31 165 28 133 59 298
07:00 27 136 163 27 17 44
07:15 35 162 197 36 28 64
07:30 54 155 209 35 20 55
07:45 66 182 140 593 206 775 39 137 18 83 57 220
08:00 50 116 166 22 15 37
08:15 24 98 122 24 21 45
08:30 1 4 54 6 8 2 1 20 4 1
08:45 14 102 38 306 52 408 21 88 16 72 37 160
09:00 18 19 37 15 9 24
09:15 21 33 54 16 7 23
09:30 18 24 42 14 7 21
09:45 15 72 26 102 41 174 17 62 13 36 30 98
10:00 19 25 44 13 7 20
10:15 1 9 2 5 44 8 7 15
10:30 1 7 3 4 51 9 8 17
10:45 16 71 33 117 49 188 4 34 4 26 8 60
11:00 10 29 39 10 5 15
11:15 2 8 3 0 58 6 6 12
11:30 28 27 55 2 4 6
11:45 37 103 27 113 64 216 3 21 2 17 5 38
TOTALS 670 1671 2341 1738 1370 3108
SPLIT % 28.6% 71.4% 43.0% 55.9% 44.1% 57.0%

NB SB EB WB
2,408 3,041 00
AM Peak Hour 07:15 07:00 07:15 16:30 14:45 16:45
AM Pk Volume 205 593 778 359 230 557
Pk Hr Factor 0.777 0.915 0.931 0.925 0.757 0.928
7 ‐ 9 Volume 284 899 00 1183 646 367 00 1013
7 ‐ 9 Peak Hour 07:15 07:00 07:15 16:30 16:45 16:45
7 ‐ 9 Pk Volume 205 593 0 0 778 359 198 0 0 557 Pk Hr Factor 0.777 0.915 0.000 0.000 0.931 0.925 0.868 0.000 0.000 0.928 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
9/13/2018
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
N Armstrong Ave Bet. E Clinton Ave & E Floradora Ave
21:30
21:45
22:00
Total
5,449
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
5,449

DAILY TOTALS
21:00
21:15
20:30
4 ‐ 6 Peak Hour
4 ‐ 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 ‐ 6 Volume
20:45

Page 1 ends

City of Fresno
Armstrong Avenue
B/ Flroadora Avenue - Olive Avenue
24 Hour Directional Volume Count

FSO009
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 1 3 1 8
12:15 0 7 0 3
12:30 1 7 1 5
12:45 0 6 2 23 1 3 3 19 5 42
01:00 0 5 1 6
01:15 0 5 0 4
01:30 0 4 0 4
01:45 0 7 0 21 0 6 1 20 1 41
02:00 0 3 0 5
02:15 0 10 1 7
02:30 1 2 0 2
02:45 0 7 1 22 0 10 1 24 2 46
03:00 0 1 0 5
03:15 0 11 0 7
03:30 0 9 0 11
03:45 0 16 0 37 0 14 0 37 0 74
04:00 0 6 0 14
04:15 0 14 0 19
04:30 0 8 0 39
04:45 0 16 0 44 0 42 0 114 0 158
05:00 0 13 0 29
05:15 0 22 0 27
05:30 0 13 1 20
05:45 0 21 0 69 0 16 1 92 1 161
06:00 0 15 1 21
06:15 2 8 1 26
06:30 2 21 2 16
06:45 1 12 5 56 2 5 6 68 11 124
07:00 3 15 3 8
07:15 3 6 8 1
07:30 14 3 17 1
07:45 20 0 40 24 21 2 49 12 89 36
08:00 9 3 42 3
08:15 13 2 79 1
08:30 16 5 78 2
08:45 18 6 56 16 46 4 245 10 301 26
09:00 16 3 27 4
09:15 7 3 8 0
09:30 6 2 9 0
09:45 11 3 40 11 6 1 50 5 90 16
10:00 5 5 3 1
10:15 3 4 6 2
10:30 3 1 6 1
10:45 9 0 20 10 2 3 17 7 37 17
11:00 10 1 4 0
11:15 3 1 3 0
11:30 2 1 4 1
11:45 3 0 18 3 4 0 15 1 33 4
Total 182 336 182 336 388 409 388 409 570 745
Combined
Total 518 518 797 797 1315
AM Peak - 08:15 - - - 08:00 - - - - -
Vol. - 63 - - - 245 - - - - -
P.H.F. 0.875 0.775
PM Peak - - 05:15 - - - 04:30 - - - -
Vol. - - 71 - - - 137 - - - -
P.H.F. 0.807 0.815

Percentag
e 35.1% 64.9% 48.7% 51.3%
ADT/AADT ADT 1,315 AADT 1,315

Page 1 ends

City of Fresno
Temperance Avenue
B/ McKinley Avenue - Floradora Avenue
24 Hour Directional Volume Count

FSO012
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 14 71 8 82
12:15 12 63 14 68
12:30 11 70 11 72
12:45 9 77 46 281 7 79 40 301 86 582
01:00 10 74 6 70
01:15 8 75 6 81
01:30 9 89 5 85
01:45 5 82 32 320 1 77 18 313 50 633
02:00 3 76 2 84
02:15 4 71 3 79
02:30 2 70 7 75
02:45 5 80 14 297 1 90 13 328 27 625
03:00 5 79 4 82
03:15 5 98 4 86
03:30 3 125 8 87
03:45 1 127 14 429 4 130 20 385 34 814
04:00 7 137 7 94
04:15 4 120 8 112
04:30 8 121 11 158
04:45 4 132 23 510 18 107 44 471 67 981
05:00 3 138 7 113
05:15 4 142 16 108
05:30 3 155 26 108
05:45 6 147 16 582 31 108 80 437 96 1019
06:00 3 145 30 121
06:15 9 136 53 111
06:30 23 129 67 120
06:45 17 137 52 547 55 76 205 428 257 975
07:00 42 120 82 92
07:15 41 86 103 67
07:30 70 88 134 67
07:45 94 70 247 364 131 45 450 271 697 635
08:00 68 81 135 32
08:15 99 58 171 47
08:30 118 47 177 48
08:45 103 47 388 233 141 47 624 174 1012 407
09:00 83 75 136 41
09:15 95 51 100 28
09:30 72 47 107 37
09:45 54 44 304 217 83 47 426 153 730 370
10:00 52 34 67 29
10:15 48 35 66 25
10:30 68 36 77 35
10:45 64 41 232 146 71 24 281 113 513 259
11:00 55 24 69 17
11:15 73 23 80 11
11:30 54 20 62 18
11:45 61 20 243 87 75 12 286 58 529 145
Total 1611 4013 1611 4013 2487 3432 2487 3432 4098 7445 Combined
Total 5624 5624 5919 5919 11543
AM Peak - 08:15 - - - 08:15 - - - - -
Vol. - 403 - - - 625 - - - - -
P.H.F. 0.854 0.883
PM Peak - - 05:15 - - - 03:45 - - - -
Vol. - - 589 - - - 494 - - - -
P.H.F. 0.950 0.782

Percentag
e 28.6% 71.4% 42.0% 58.0%
ADT/AADT ADT 11,543 AADT 11,543

Page 1 ends

City of Fresno
Floradora Avenue
B/ Fowler Avenue - Armstrong Avenue
24 Hour Directional Volume Count

FSO014
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 2 1 2
12:15 1 0 0 4
12:30 0 5 0 2
12:45 0 3 1 10 0 4 1 12 2 22
01:00 0 4 0 8
01:15 0 3 1 6
01:30 1 3 0 5
01:45 0 3 1 13 0 2 1 21 2 34
02:00 0 5 1 7
02:15 1 4 1 5
02:30 0 2 0 7
02:45 1 3 2 14 1 3 3 22 5 36
03:00 0 3 0 4
03:15 0 5 0 10
03:30 1 10 1 4
03:45 1 5 2 23 1 14 2 32 4 55
04:00 0 6 0 4
04:15 1 19 1 5
04:30 0 22 0 8
04:45 0 28 1 75 0 4 1 21 2 96
05:00 0 29 2 9
05:15 1 16 0 12
05:30 0 12 0 12
05:45 0 5 1 62 1 12 3 45 4 107
06:00 0 15 1 8
06:15 1 23 0 6
06:30 1 13 3 12
06:45 5 3 7 54 1 7 5 33 12 87
07:00 4 5 1 10
07:15 4 1 3 3
07:30 7 2 5 1
07:45 8 2 23 10 4 0 13 14 36 24
08:00 7 4 7 4
08:15 24 1 14 1
08:30 27 0 7 2
08:45 15 0 73 5 13 0 41 7 114 12
09:00 14 0 15 2
09:15 7 0 9 0
09:30 3 1 3 0
09:45 4 0 28 1 10 1 37 3 65 4
10:00 2 1 4 1
10:15 4 2 5 1
10:30 3 2 5 0
10:45 5 1 14 6 5 1 19 3 33 9
11:00 3 0 0 1
11:15 5 0 4 1
11:30 1 2 2 0
11:45 6 0 15 2 3 0 9 2 24 4
Total 168 275 168 275 135 215 135 215 303 490
Combined
Total 443 443 350 350 793
AM Peak - 08:15 - - - 08:15 - - - - -
Vol. - 80 - - - 49 - - - - -
P.H.F. 0.741 0.817
PM Peak - - 04:15 - - - 05:00 - - - -
Vol. - - 98 - - - 45 - - - -
P.H.F. 0.845 0.938

Percentag
e 37.9% 62.1% 38.6% 61.4%
ADT/AADT ADT 793 AADT 793

Page 1 ends

City of Fresno
Olive Avenue
B/ Fowler Avenue - Armstrong Avenue
24 Hour Directional Volume Count

FSO018
Site Code: 003-22994

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 11/10/22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 28 2 49
12:15 11 35 5 44
12:30 3 36 3 41
12:45 2 25 23 124 2 40 12 174 35 298
01:00 3 29 3 36
01:15 2 29 3 44
01:30 6 35 2 46
01:45 2 33 13 126 2 45 10 171 23 297
02:00 1 32 0 47
02:15 0 27 1 41
02:30 1 22 1 42
02:45 3 34 5 115 1 51 3 181 8 296
03:00 6 33 2 40
03:15 2 41 1 51
03:30 1 49 7 48
03:45 2 35 11 158 3 64 13 203 24 361
04:00 2 40 3 59
04:15 1 43 4 73
04:30 2 39 3 94
04:45 1 52 6 174 5 84 15 310 21 484
05:00 0 53 3 69
05:15 3 42 7 63
05:30 2 59 12 46
05:45 2 56 7 210 19 56 41 234 48 444
06:00 5 71 12 60
06:15 0 53 26 57
06:30 19 52 42 59
06:45 14 36 38 212 32 45 112 221 150 433
07:00 22 42 52 34
07:15 46 32 57 34
07:30 33 37 105 32
07:45 30 45 131 156 84 21 298 121 429 277
08:00 29 34 115 32
08:15 29 32 157 20
08:30 36 29 150 23
08:45 40 26 134 121 124 19 546 94 680 215
09:00 28 32 92 23
09:15 24 25 66 7
09:30 27 28 79 8
09:45 22 21 101 106 45 18 282 56 383 162
10:00 24 17 32 15
10:15 15 13 40 10
10:30 24 13 54 17
10:45 24 15 87 58 38 8 164 50 251 108
11:00 27 8 34 8
11:15 25 10 36 4
11:30 39 11 31 5
11:45 33 5 124 34 42 10 143 27 267 61
Total 680 1594 680 1594 1639 1842 1639 1842 2319 3436
Combined
Total 2274 2274 3481 3481 5755
AM Peak - 07:15 - - - 08:00 - - - - -
Vol. - 138 - - - 546 - - - - -
P.H.F. 0.750 0.869
PM Peak - - 05:30 - - - 04:15 - - - -
Vol. - - 239 - - - 320 - - - -
P.H.F. 0.842 0.851

Percentag
e 29.9% 70.1% 47.1% 52.9%
ADT/AADT ADT 5,755 AADT 5,755
Location: Designed By:

System: District: Intalled By:

Master At: I/C: Service Info:

Timing Change: By: Date Start: Date End: Designed: Installed:

Intersection Layout
93EE
F6AB DCAC
F29E

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191A
191A

Page 4 ends

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86F7 EFC9

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64B2

Page 3 ends

EF20

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C43D

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85AF

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DEPARTMENT OF TRANSPORTATION Caltrans TSCP Ver 2.21
2070 Controller Timing ChartState of California
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V
A)
[ ]
D)
P
A
Comments and Notes:

RAM Checksum
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4

CONFIGURATION PHASE FLAGS
Call To Phase ( 2-1-2-1 ) Omit On Green
Pedestrian ( 2-1-3 )
Permitted
1 Restricted
2 Vehicle Min
3 vehicle Max
4 Pedestrian
5 Bicyle
6 Red
7 Yellow
8 Force/Max
Double Entry
Overlap Parent Omit No Start Not
Rest In Walk
A [Arrow A]
Rest In Red
B [Arrow B]
Walk2
C [OL A]
Max Green 2
D [OL B]
Max Green 3
E [OL C]
First Green Phases
F [OL D]
Yellow Start Phases
Vehicle Calls
Pedestrian Calls
Yellow Start Overlaps
Startup All-Red
Yellow Flash Phases
Yellow Flash Overlap
Flash In Red Phases
Flash In Red Overlap
Single Exit Phase
Driveway Signal Phases
Driveway Signal Overlaps
Leading Ped Phases
Protected Permissive
- 2 - - - 6 - 8
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- 2 - - - - - -
- 2 - - - 6 - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - 6 - 8
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - 6 - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- 2 - - - 6 - 8
- 2 - - - - - -
- - - - - -

6.0 - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Phases ( 2-1-1-1 )
Phase Recalls ( 2-1-1-2 )
Phase Locks ( 2-1-1-3 ) Phase Features ( 2-1-1-4 )
Startup ( 2-1-1-5 )
2 8
3 4
7 5
1 6
Flashing Colors ( 2-1-2-2 ) Special Operation ( 2-1-2-3 ) Protected Permissive ( 2-1-2-4 )
P8
P4
P7
P1
P2
P3
P5
P6
Overlap ( 2-1-4 )
C43D PAGE 2 CHECKSUM:

DEPARTMENT OF TRANSPORTATION
State of California
[-] 332 Cabinet Overlap Assignment - For Reference Only Location: 180WB @ Fowler Caltrans TSCP Ver 2.21
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 P
H
A
S
E

T
I
M
I
N
G
PHASE ( 2-2 ) -1- -2- -3- -4- -5- -6- -7- -8-
--- Walk 1 ---
Flash Don't Walk
Minimum Green
Det Limit
Max Initial
Max Green 1
Max Green 2
Max Green 3
Extension
Maximum Gap
Minimum Gap
Add Per Vehicle
Reduce Gap By
Reduce Every
Yellow
All-Red
--- Walk 2 ---
Delay/Early Walk
Solid Don't Walk
Bike Green
Bike All-Red
0 7 0 0 0 0 0 0
0 10 0 0 0 0 0 0
0 10 0 0 0 10 0 8
0 20 0 0 0 20 0 20
0 0 0 0 0 0 0 0
0 25 0 0 0 25 0 20
0 35 0 0 0 35 0 30
0 0 0 0 0 0 0 0

0.0 5.2 0.0 0.0 0.0 5.2 0.0 5.2

0.0 7.2 0.0 0.0 0.0 7.2 0.0 7.2

0.0 2.0 0.0 0.0 0.0 2.0 0.0 2.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1

0.0 0.5 0.0 0.0 0.0 0.5 0.0 0.4

3.0 4.4 3.0 3.0 3.0 4.4 3.0 4.4

0.0 2.0 0.0 0.0 0.0 2.0 1.0 2.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped/Bike (2-3)
C [OL A]

0.0 Green

0.0 0.0

5.0 0.0

0.0 0.0 0.0

5.0 B [Arrow B]

5.0 A [Arrow A] E [OL C]

5.0 Red

0.0 0.0
Yellow

0.0 0.0

0.0 D [OL B] F [OL D]

5.0 5.0

5.0 Red Revert ( 2-5 ) Overlap ( 2-4 )
Time
DCAC CHECKSUM:

Caltrans TSCP Ver 2.21 Location:DEPARTMENT OF TRANSPORTATION 0 OFF
0 Max/Gap Out ( 2-7 )
Max Cnt
Gap Cnt Red To Se ( 2-6 )
Red To Sec
State of California
-2- -6- -4- -8- -7- -3- -5- -1-
PAGE 3

OVERLAP TIMING
180WB @ Fowler
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 Local Plan 1...9 (7-1) TIMING DATA
Cycle Multi Lag Gap A B C -1- -2- -3- -4- -5- -6- -7- -8- Plan 1
Plan 2
Plan 3
Plan 4
Plan 5
Plan 6
Plan 7
Plan 8
Plan 9

0.0 - - - - - - - -

0.0 - - - - - - - -
Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - Plan 2 - - - - - - - - - - - - - - - - - - - - - - - -
Hold
- - - - - - - -
Bike Veh Max
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
- - - - - - - - Plan 1
Lag
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 4 - - - - - - - - - - - - - - - -
Plan 5
Plan 3
- - - - - - - -
- - - - - - - -
- - - - - - - - Plan 7 - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 9
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 6
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 8
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - 1-9
- - - - - - - - - 11-19
Output

0.0 Input
0 Ped
- - - - - - - -
- - - - - - - -
- - - - - - - -
Cond
Veh Min
- 2 - - - 6 - -
- - - - - - - -
Bike
10 Lag
Cond Grn
Omit
- 2 - 4 - 6 - 8
Veh Max
- - - - - - - -
Master Timer Sync ( 7-A )
Enable in Plans
Master Sub Master
( 7-E ) Free
[ Offsets ] Green Factors or Press [F] to Select
F29E

DEPARTMENT OF TRANSPORTATION
State of California

COORDINATION
Local Plan 1...9 (7-1) PHASE FLAGS
0 A
NORMAL
NORMAL
Manual Plan (4-1)
NORMAL
Plan
NORMAL
OFF

MANUAL COMMANDS
Offset
Plan: 1-9
15 or 254 = Flash
14 or 255 = Free
Offset A, B, or C
Special Function Override (4-2)
# Control Control#
1 2
3 4
Detector Reset
Local Manual (4-4)
(4-3)
CHECKSUM:PAGE 4
Location: Caltrans TSCP Ver 2.21 180WB @ Fowler
- - - - - - - - - 21-29
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 11
Plan 12
Plan 13
Plan 14
Plan 15
Plan 16
Plan 17
Plan 18
Plan 19

0.0 - - - - - - - -

0.0 - - - - - - - -
Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - Plan 12 - - - - - - - - - - - - - - - - - - - - - - - -
Hold
- - - - - - - -
Bike Veh Max
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
- - - - - - - - Plan 11
Lag
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 14 - - - - - - - - - - - - - - - -
Plan15
Plan 13
- - - - - - - -
- - - - - - - -
- - - - - - - - Plan 17 - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 19
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 16
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 18
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
191A

DEPARTMENT OF TRANSPORTATION
State of California
COORDINATIONLocal Plan 11...19 (7-2) TIMING DATA
[ Offsets ] Green Factors or Press [F] to Select Force-Off PAGE 5 CHECKSUM:

Local Plan 11...19 (7-2) PHASE FLAGS
Location: Caltrans TSCP Ver 2.21 180WB @ Fowler
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 21
Plan 22
Plan 23
Plan 24
Plan 25
Plan 26
Plan 27
Plan 28
Plan 29

0.0 - - - - - - - -

0.0 - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
Local Plan 21...29 (7-3) TIMING DATA COORDINATION Green Factors or Press [F] to Select Force-Off[ Offsets ] 191A
State of California

DEPARTMENT OF TRANSPORTATION
Ped Sync
Local Plan 21...29 (7-3) PHASE FLAGS
Hold Veh Max Veh Min Omit Lag Bike
Plan 25
Plan 26
Plan 28
Plan 27
Plan 21
Plan 23
Plan 24
Plan 29
Plan 22
PAGE 6 CHECKSUM:

Caltrans TSCP Ver 2.21 180WB @ FowlerLocation:

Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 Det Type Phases Lock
Slot Delay Extend Recall Port
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 3.2 Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 7.2 Count+Call+Extend - 2 - - - - - - NO 0 1.3 10 1.1 Count+Call+Extend - 2 - - - - - - NO 0 1.3 10 1.5 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 4.5 Call+Extend - 2 - - - - - - NO 0 0.0 10 6.2
Limited - 2 - - - - - - NO 0 0.0 10 2.1
Limited - 2 - - - - - - NO 0 0.0 10 7.4
Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 3.4 Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 7.6 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 1.3 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 1.7 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 4.7 Call+Extend - - - 4 - - - - NO 0 0.0 10 6.4
Limited - - - 4 - - - - NO 0 0.0 10 2.3
Limited - - - 4 - - - - NO 0 0.0 10 7.8
Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 3.6 Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 3.8 None - - - - - - - - NO 0 0.0 10 4.1
None - - - - - - - - NO 0 0.0 10 4.2
Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 3.1 Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 7.1 Count+Call+Extend - - - - - 6 - - NO 0 1.2 10 1.2 Count+Call+Extend - - - - - 6 - - NO 0 1.2 10 1.6 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 4.6 Call+Extend - - - - - 6 - - NO 0 0.0 10 6.3
Limited - - - - - 6 - - NO 0 0.0 10 2.2
Limited - - - - - 6 - - NO 0 0.0 10 7.3
Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 3.3 Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 7.5 Count+Call+Extend - - - - - - - 8 NO 2 1.3 10 1.4 Count+Call+Extend - - - - - - - 8 NO 2 1.3 10 1.8 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 4.8 Call+Extend - - - - - - - 8 NO 10 0.0 10 6.5
Limited - - - - - - - 8 NO 0 2.0 10 2.4
Limited - - - - - - - 8 NO 0 2.0 10 7.7
Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 3.5 Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 3.7 None - - - - - - - - NO 0 0.0 10 4.3
None - - - - - - - - NO 0 0.0 10 4.4
Pedestrian - 2 - - - - - - NO 0 0.0 10 5.1
Pedestrian - - - 4 - - - - NO 0 0.0 10 5.3
Pedestrian - - - - - 6 - - NO 0 0.0 10 5.2
Pedestrian - - - - - - - 8 NO 0 0.0 10 5.4 44
32 31
13 39
3 8
16 14
21 38
9 4
36 15
22 27
11 43
37 33
17 7
1 5
30 34
25 18
6 40
24 29
35 26
28 12
Det
10 23
19 42
41 20
2 Detector Attributes (5-1) Detector Configuration (5-2)

DETECTORS
CHECKSUM: EFC9
0 Failure Times (5-3) Minutes
Maximum On Time 0
Fail Reset Time
Detectors 25-32
- - - - - - - -
Detectors 41-44
- - - - - - - -
Detectors 17-24 - - - - - - - -
Detectors 33-40
Failure Override (5-4)
- - - - - - - -
- - - - - - - -
- - - - - - - -
Detectors 1-8
Detectors 9-16
CIC Operation (5-6-1)
Enable in Plans - - - - - - - - -
Multiplier

0.50 Smoothing 0.66 0.66

1.0 4.0

0.66 Demand CIC Values (5-6-2) Occupancy Volume

0.33 Exponent
0 0
0 0 0
0 6 Sys Det
0 7
14 2
0 Sys Det 10
0 0
5 0
15 16 12 13
Detector-to-Phase Assignment (5-6-3)
3 1
Phase
0 8
9 Phase
0 4
11 0
0 0
0 0
System Detector Assignment (5-5)
3 Det Num
8 0
5 11 13
0 0
7 0
9 0 0 0 Det Num
0 6
15 0 0
Sys Det
1 0
0 14
4 12
2 Sys Det
0 0
16 10

DEPARTMENT OF TRANSPORTATION
State of California
Input File Port-Bit Assignments
332 Cabinet - For Reference Only
1 2 3 4 75 86 9 10 11 1412 13

3.2 1.1 4.5 2.1 3.4 2.31.3 4.13.64.7 5.26.6 6.75.1

1.5 7.6 6.41.77.2 7.87.46.2 6.85.3 5.43.8 4.2 2.7

3.3 5.62.84.34.81.2 4.6 2.43.1 1.4 2.52.2 5.53.5

7.5 6.51.6 5.7 2.67.3 7.7 3.7 5.86.17.1 4.46.3 1.8
I-
J-
PAGE 7
Caltrans TSCP Ver 2.21 Location: 180WB @ Fowler
J9L
I8U
I5L
I13U
I8L
I13L
I2U
J6U
I10L
I9L
J6L
J4U
I12U
I1L
I5U
J10U
I6L
I1U
J5L
I2L
J7U
I7U
J4L
J7L
J2U
J10L
I3U
I7L
I10U
I4L
I9U
J8U
I4U
I12L
J3U
J9U
I6U
J8L
J1L
J5U
I3L
J1U
J3L
J2L
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 Table 1 (8-2-1) Table 2 (8-2-2) Table 3 (8-2-3) Table 4 (8-2-4) Table 5 (8-2-5) Table 6 (8-2-6) Time Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A Sun Sat
1 Mon
2 1
Fri
1 Tue
2 Wed
1 1
Thu
Weekday Table Assignments (8-2-7)

WEEKDAY ASSIGNMENT
85AF CHECKSUM:PAGE 8

DEPARTMENT OF TRANSPORTATION

TOD SCHEDULE
State of California
Caltrans TSCP Ver 2.21 180WB @ FowlerLocation:
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 # Mnth Week DOW Table Mnth Day DOW Table
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
Floating Holiday Table (8-2-8)
10 13
12 2
9 5
8 6
7 15
16 4
14 11
1 #
3 Fixed Holiday Table (8-2-9)
2030
- - - - - - - -
5 - - - - - - - -
Action End
- - - - - - - -
- - - - - - - 0000
- 2 - - - 6 - 8
2 - - - - - - - 0
- - - - - - - 0000
0000
0 - - - - - - -
0630
0 0000
17 0000
4 Start
0000
1 1 2 3 4 5 6 7
0 - - - - - - - -
DOW #
0000
Action Codes: 18. Max Green 3

0. None 19. Rest in Walk

1. Permitted 20. Rest in Red

2. Restricted 21. Free Lag Phases

4. Veh Min Recall 22. Special Functions

5. Veh Max Recall 23. Truck Preempt

6. Ped Recall 24. Conditional Service

7. Bike Recall 25. Conditional Service

8. Red Lock 26. Leading Ped

9. Yellow Lock

10. Force/Max Lock 41. Protected Permissive

11.Double Entry 42. Protected Permissive

12. Y-Coord C Action Code = Phases added to normal setting

13. Y-Coord D --------------------------------------------------------

14. Free 100+Action Code = Phases removed

15. Flashing 200+Action Code = Phases replaced

16. Walk 2

17. Max Green 2

0000
3 - - - - - - -
0000
0 10
0 - - - - - - - -
8 0
0000
- - - - - - - -
- - - - - - - -
0000
7 - - - - - - -
- - - - - - -
- - - - - - - -
0000
- - - - - - - -
0000
0000
- - - - - - -
9 0000
0000 6
- - - - - - - 0
0000
0 0000
0000 0
0000
- - - - - - - -
0000 12
- - - - - - -
13 15
0 0000
0000
0000
- - - - - - -
0000 - - - - - - - -
0 - - - - - - - -
- - - - - - -
0000
- - - - - - - - 0000
- - - - - - -
11 0000
14 - - - - - - - -
0 - - - - - - - 0
Hebrew
- - - - - - - -
120
Holiday
North Latidude
Ped Recall
8 Daylight Saving
Local Time Zone
West Longitude
37 YES
- - - - - - - -
Sabbath
Solar Clock Data (8-4)
TOD Functions (8-3)
Phases
Sabbatical Clock (8-5)
Daylight Saving (8-6)

DEPARTMENT OF TRANSPORTATION

HOLIDAY TABLES
PAGE 9 CHECKSUM: F6AB
State of California
Location: 180WB @ Fowler Caltrans TSCP Ver 2.21
0000 0 - - - - - - - - - - - - - - - 0000 16
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4

COMMUNICATIONS
C2 (6-1-1) C20 (6-1-2) C21 (6-1-3)
Address
Protocol
Limit Access
Baud
Parity
Data Bits
Stop Bits
RTS On Time
RTS Off Time
Handshaking
0 0 0
AB3418 AB3418 AB3418
None None None
1200 1200 1200
None None None
8 data bits 8 data bits 8 data bits
1 stop bit 1 stop bit 1 stop bit
20 20 20
20 20 20
Normal Normal Normal
RTS Off Time
Limit Access
Parity
RTS On Time
Address
Stop Bits
Data Bits
Baud
Protocol
Handshaking
Data Bits
RTS Off Time
Parity
Stop Bits
Limit Access
Handshaking
RTS On Time
Protocol
Address
Baud
00 Data

00.0 00.0
3 00
00 00
1 00.0
00 2
00 00
00 OP

00.0 00.0

00.0 00.0
4 00
# OP

00.0 00.0
Data Data

00.0 00.0

00.0 00.0
OP

00.0 00
Data
00 00 00

00.0 00
00 00.0
5 00.0

00.0 00.0

00.0 00

00.0 00.0 00.0

00.0 00.0

00.0 8

00.0 6
9 00 00.0 00
00 00
00 00.0
00 00.0

00.0 00.0
00 00

00.0 00.0

00.0 00.0
00 00 7 00.0
00 00

00.0 10

00.0 00 00.0
00 00

00.0 00.0

00.0 00.0
00 00.0

00.0 00.0 00
11 00

00.0 00
14 00

00.0 16

00.0 00.0

00.0 00.0
00 00
00 00 00

00.0 00.0
00 00.0 00.0 13
00 00.0
00 00
00 00

00.0 12

00.0 00.0 00

00.0 00.0
15 00.0
0 0
10 Local Toll
0 Delay
Phone Number
0 Callback Numbers (6-3...3)
0 0
0 0
Area Code
0 - 0
0 10
Long Distance
0 - 0
0 10
Line Out
0 0
0 - 0

SOFT LOGIC CALLBACK NUMBERS
Phone Number
Area Code
Line Out
Long Distance
Delay
Local Toll
Local Toll
Long Distance
Line Out
Delay
Phone Number
Area Code
IP Address
1 Broadcast
Netmask
53 255
Network (6-4)
Address
27000
10 Gateway 254
199
52 53
52 10
Port
Static IP IP Mode
Protocol
255
52 AB3418
255
53 0
10 255

NETWORK
Soft Logic ( 6-2 )
CHECKSUM:PAGE 10 64B2

DEPARTMENT OF TRANSPORTATION
State of California
Caltrans TSCP Ver 2.21 180WB @ FowlerLocation:
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4

RAILROAD PREEMPTION
RR
1 (3-1-1) Timing Phase Flags (3-1-2) Pedestrian Flags (3-1-3) Overlap Flags (3-1-4) Delay Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1
Clear 2
Clear 3
Hold
Exit
Min Grn
Ped Clr
Phase Green Overlap Green Vehicle Recall Ped Call Port Latching Power-Up RR
2 (3-2-1) Phase Flags (3-2-2) Pedestrian Flags (3-2-3) Overlap Flags (3-2-4) Delay Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1
Clear 2
Clear 3
Hold
Exit
Min Grn
Ped Clr
Exit Ph Grn Exit Ovl Grn Exit Veh Recall Exit Ped Call Port Latching Power-Up 0 10 - 2 - - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 0
0 - - - - - - - - - - - - - - 1 2 3 4 5 6 7 8 - 2 - 4 - 6 - 8 2.5 Yes Flashing 0 10 - - - 4 - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0
0 0 - - - - - - - - - - - - - - - - - 4 - - 7 - - - - - - - - - 2.6 Yes Flashing Exit Parameters (3-1-5) Configuration (3-1-6)
Timing
Exit Parameters (3-2-5) Configuration (3-2-6)

DEPARTMENT OF TRANSPORTATION
State of California
Port
Max
0 30
Advance
Overlap Grn
Phase Termination
Clear Phase Green

5.5 Delay
- 2 - - 5 - - -
Preempt Timers
No
30 - - - - - -
Latching
EVA
(3-A)
EVB
(3-B)
Phase

5.6 No
Phase Termination
Advance
- - - 4 - - 7 -
Port
- - - - - -
Delay
Preempt Timers
Latching
Phase Green Max Clear
30 30 0
Overlap Grn

EMERGENCY VEHICLE PREEMPTION
1 - - - - 6 - -
EVC
(3-C) Phase Green
0 Advance 5.7
Phase Termination
Preempt Timers Overlap Grn
30 Clear
- - - - - -
Latching
No
30 Max Delay
Port
Overlap Grn
Port
Phase Green
Latching
30 30
Max
0 Clear
Advance
- - 3 - - - - 8
Preempt Timers
- - - - - -
Delay
Phase Phase Termination

5.8 No
EVD
(3-D)
93EE PAGE 11 CHECKSUM:

Caltrans TSCP Ver 2.21 180WB @ FowlerLocation:
0 1 2 3 4 5 6 7 8 - - - - - - - - - - - - - - - - A B C D E F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2 3 - - 6 - - - - - - - - - - - - - - - - - 2 - - - 6 - - - - - 4 - - - 8 - - - - - - - - - - - - - - Gate Port
Gate Port

0.0 0.0
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 INPUTS
7 Wire I/C(2-1-5-1)
Input Port Input Port
Enable R1 Free
Max ON R2 D2
Max OFF R3 D3
Manual Control(2-1-5-2)
Input Port
Manual Adv
Adv Enable
Cabinet Staus (2-1-5-3)
Input Port
Flash Bus
Door Ajar
Flash Sense
Stop Time
Special Function (2-1-5-4)
Input Port
1 2
3 4
Battery Backup (2-1-5-5)
Port Operation
Y-Coordination (2-1-5-6)
Port C Port D
No 3.8 3.6
0 3.5 2.8
0 3.7 6.1

6.6 6.6

0.0 0.0

6.7 6.8

0.0 0.0

2.7 Flashing

6.1 2.8
24 10
9 287
1 1214
265 6 8
13 11
4 0 X
B
0 0
Loadswitch Assignments ( 2-1-6 )
2 22 A 3
OUTPUTS Loadswitch Codes:
0 Unused (no output) 51-57 Special Functions 1-8 Vehicle 1-8 71-72 Seven Wire I/C 9-14 Overlap A-F
21-28 Ped 1-8 + middle output of 41-47 Special Functions loadswitches 3 and 6 41 Protected Permissive Flashing Phase 1
43 Protected Permissive Flashing Phase 3
45 Protected Permissive Flashing Phase 5
47 Protected Permissive Flashing Phase 7

DEPARTMENT OF TRANSPORTATION
State of California
PAGE 12 CHECKSUM: EF20
Location: Caltrans TSCP Ver 2.21 180WB @ Fowler
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 Y-Coord Plans (7-C,D) Long Grn No Grn Offset Perm 1 2 3 4 5 6 7 8 Coord Lag Min Recall Restricted Plan C
Plan D
0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - Force-Offs
0 Phase 1
Minimum
Phase 5
Minimum
0 0
0 0
Green
Extend
Early
Green
Phase 6
Minimum
0 0 0
Phase 7
Minimum
Inhibit
Cycles
0 0
0 0 0 0
0 Local Plans (3-E) 1...9 1...19
Plan 2 0
Phase 2
Minimum
0 0 0
0 0
Phase 8
Minimum
0 Phase 3
Minimum
Plan 1
Phase 4
Minimum

TRANSIT PRIORITY
0 0
0 0
0 0 0
Plan 3
0 0
0 0
0 0
0 0 0
0 0
Plan 4
0 0
0 0
0 0 0
Plan 5
0 0 0 0
0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 Plan 6
0 0
0 0
0 0
Plan 8 0 0
0 0
0 0
0 0
0 Plan 7
0 0
0 0
0 0
0 0 0
0 0
0 Plan 9 0 0
0 0
0 0
0 0
0 0
0 0
0 0 Plan 12
0 0
0 0
0 0
0 0 0 0 0
0 0 0
0 0
0 0
Plan 13
0 0
0 0
0 0 0
Plan 11
0 0
0 0 0
0 0
0 0
0 0
0 0 0
0 Plan 15
0 0 0
0 0
0 0
0 Plan 16
0 0 0 0 0
Plan 14
0 0
0 0 0
0 Plan 19 0
0 0 0
0 0
Plan 18
0 0 0 0 0
0 0 0 0
0 0
Plan 17
0 0 0 0
- - - - - - - -
Max Green Password
Plan 1-9 Timeout
Hold Phase
- - - - - - - - 30
- - - - - - - -
0 Plan 11-19
Enable Priority in Plan (3-E-A) Free Plans (3-E-E) Access Utilities (9-5) Slave
Output

0.0 0.0
Clearance
0 - - - - - - - - 0.0 0.0
Passage Slave
Input
Sign
Output
Det 3
Port CarryOver Det 4
Port Phase Green Det 2
Port Next Priority

0.0 0 0 0.0 0
Truck Priority (3-F)

TRUCK PRIORITY

DEPARTMENT OF TRANSPORTATION

YELLOW YIELD COORDINATION
State of California
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
PAGE 13 CHECKSUM: 86F7
Caltrans TSCP Ver 2.21 180WB @ FowlerLocation:
0 0 0 0 0 Green Factor 0 0 0 0 0 0
*** Enable in Plans Input Type Stop Go
Queue Jump (3-E-B)
Hold PhaseGrn Hold

0.0 0.0 OPT
OPT
0 0
0 0
- - - - - - - -
- - - - - - - -
0 0
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4

DEPARTMENT OF TRANSPORTATION
State of California
Caltrans TSCP Ver 2.21 180WB @ FowlerLocation:

Model 2070 Model ID
Manufacturer ID
AB3418
Caltrans TSCP Ver 2.21
Protocol Revision ID

CONTROLLER ID
8/22/22, 7:38 AM 180WB@Fowler / 180WB at Fowler - 42180030.4 Intersection Name:Intersection Name:

Controller Channel: Drop:

System:

Controller Type:

Revision Version
180EB @ Fowler
42180029.4 4218 1
TransCore TransSuite TCS
Caltrans TSCPE
- -
TransCore Unified Controller Manager 21.4.0
Zero Tables
AllRedLabel
LocalPlan 1 9
ForceOffCalculation
LocalPlan 11 19
ForceOffCalculation
LocalPlan 21 29
ForceOffCalculation
DetectorFail
SystemDetectorAssignment
HolidayTables
SoftLogic
TransitPriority
TruckPriority
Non-Zero Tables
ConfigurationPhaseFlags
PhaseTiming
OverlapTiming
CoordPlanConfig
CoordinationPlans 1 9
CoordinationPlans 11 19
CoordinationPlans 21 29
Detectors
CICOperations
TODSchedule
WeekdayAssignment
ClockConfig
TODFunctions
Communications
CallbackNumbers
Network
RailroadPreemption
EmergencyVehiclePreemption
Inputs
Outputs
YellowYieldCoordination
TSPConfig
Checksum

CONTROLLER ID
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Journal Entries
2021/08/10 08:21:51: [By s128221] 20210810_OPR_NC
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Location: Designed By:

System: District: Intalled By:

Master At: I/C: Service Info:

Timing Change: By: Date Start: Date End: Designed: Installed:

Intersection Layout
93EE
ED92 13C0
F29E

Page 12 ends

Page 8 ends

191A
191A

Page 4 ends

Page 11 ends

86F7 7C74

Page 5 ends

A4F6

Page 3 ends

EF20

Page 7 ends

9E95

Page 10 ends

Page 2 ends

Page 6 ends

85AF

Page 9 ends

RAM Checksum
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4

CONFIGURATION PHASE FLAGS
Call To Phase ( 2-1-2-1 ) Omit On Green
Pedestrian ( 2-1-3 )
Permitted
1 Restricted
2 Vehicle Min
3 vehicle Max
4 Pedestrian
5 Bicyle
6 Red
7 Yellow
8 Force/Max
Double Entry
Overlap Parent Omit No Start Not
Rest In Walk
A [Arrow A]
Rest In Red
B [Arrow B]
Walk2
C [OL A]
Max Green 2
D [OL B]
Max Green 3
E [OL C]
First Green Phases
F [OL D]
Yellow Start Phases
Vehicle Calls
Pedestrian Calls
Yellow Start Overlaps
Startup All-Red
Yellow Flash Phases
Yellow Flash Overlap
Flash In Red Phases
Flash In Red Overlap
Single Exit Phase
Driveway Signal Phases
Driveway Signal Overlaps
Leading Ped Phases
Protected Permissive
1 2 - 4 - 6 - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- 2 - - - - - -
- 2 - - - 6 - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - 6 - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2 - 4 - 6 - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - 6 - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1 2 - 4 - 6 - -
- 2 - - - 6 - -
- - - - - -

DEPARTMENT OF TRANSPORTATION
State of California
[-] 332 Cabinet Overlap Assignment - For Reference Only Location: 180EB @ Fowler Caltrans TSCP Ver 2.21
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 P
H
A
S
E

T
I
M
I
N
G
PHASE ( 2-2 ) -1- -2- -3- -4- -5- -6- -7- -8-
--- Walk 1 ---
Flash Don't Walk
Minimum Green
Det Limit
Max Initial
Max Green 1
Max Green 2
Max Green 3
Extension
Maximum Gap
Minimum Gap
Add Per Vehicle
Reduce Gap By
Reduce Every
Yellow
All-Red
--- Walk 2 ---
Delay/Early Walk
Solid Don't Walk
Bike Green
Bike All-Red
0 7 0 0 0 7 0 0
0 24 0 0 0 24 0 0
6 11 0 8 0 11 0 0
0 30 0 20 0 30 0 0
0 0 0 0 0 0 0 0
15 30 0 20 0 30 0 0
25 40 0 30 0 40 0 0
0 0 0 0 0 0 0 0

2.0 5.2 0.0 6.3 0.0 5.2 0.0 0.0

2.0 7.2 0.0 8.7 0.0 7.2 0.0 0.0

2.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.0

0.0 0.5 0.0 0.3 0.0 0.5 0.0 0.0

3.7 4.4 3.0 4.1 3.0 4.4 3.0 3.0

2.9 2.1 0.0 2.3 0.0 2.1 0.0 0.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Ped/Bike (2-3)
C [OL A]

0.0 Green

0.0 0.0

5.0 0.0

0.0 0.0 0.0

5.0 B [Arrow B]

5.0 A [Arrow A] E [OL C]

5.0 Red

0.0 0.0
Yellow

0.0 0.0

0.0 D [OL B] F [OL D]

5.0 5.0

5.0 Red Revert ( 2-5 ) Overlap ( 2-4 )
Time
13C0 CHECKSUM:

Caltrans TSCP Ver 2.21 Location:DEPARTMENT OF TRANSPORTATION 0 OFF
0 Max/Gap Out ( 2-7 )
Max Cnt
Gap Cnt Red To Se ( 2-6 )
Red To Sec
State of California
-2- -6- -4- -8- -7- -3- -5- -1-
PAGE 3

OVERLAP TIMING
180EB @ Fowler
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Local Plan 1...9 (7-1) TIMING DATA
Cycle Multi Lag Gap A B C -1- -2- -3- -4- -5- -6- -7- -8- Plan 1
Plan 2
Plan 3
Plan 4
Plan 5
Plan 6
Plan 7
Plan 8
Plan 9

0.0 - - - - - - - -

DEPARTMENT OF TRANSPORTATION
State of California

COORDINATION
Local Plan 1...9 (7-1) PHASE FLAGS
0 A
NORMAL
NORMAL
Manual Plan (4-1)
NORMAL
Plan
NORMAL
OFF

MANUAL COMMANDS
Offset
Plan: 1-9
15 or 254 = Flash
14 or 255 = Free
Offset A, B, or C
Special Function Override (4-2)
# Control Control#
1 2
3 4
Detector Reset
Local Manual (4-4)
(4-3)
CHECKSUM:PAGE 4
Location: Caltrans TSCP Ver 2.21 180EB @ Fowler
- - - - - - - - - 21-29
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 11
Plan 12
Plan 13
Plan 14
Plan 15
Plan 16
Plan 17
Plan 18
Plan 19

0.0 - - - - - - - -

DEPARTMENT OF TRANSPORTATION
State of California
COORDINATIONLocal Plan 11...19 (7-2) TIMING DATA
[ Offsets ] Green Factors or Press [F] to Select Force-Off PAGE 5 CHECKSUM:

Local Plan 11...19 (7-2) PHASE FLAGS
Location: Caltrans TSCP Ver 2.21 180EB @ Fowler
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 21
Plan 22
Plan 23
Plan 24
Plan 25
Plan 26
Plan 27
Plan 28
Plan 29

0.0 - - - - - - - -

DEPARTMENT OF TRANSPORTATION
Ped Sync
Local Plan 21...29 (7-3) PHASE FLAGS
Hold Veh Max Veh Min Omit Lag Bike
Plan 25
Plan 26
Plan 28
Plan 27
Plan 21
Plan 23
Plan 24
Plan 29
Plan 22
PAGE 6 CHECKSUM:

Caltrans TSCP Ver 2.21 180EB @ FowlerLocation:

Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Det Type Phases Lock
Slot Delay Extend Recall Port
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
Count+Call+Extend 1 - - - - - - - NO 0 2.0 10 3.2 Count+Call+Extend 1 - - - - - - - NO 0 2.0 10 7.2 Count+Call+Extend - 2 - - - - - - NO 0 1.2 10 1.1 Count+Call+Extend - 2 - - - - - - NO 0 1.2 10 1.5 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 4.5 Call+Extend - 2 - - - - - - NO 0 0.0 10 6.2
Limited - 2 - - - - - - NO 0 2.0 10 2.1
Limited - 2 - - - - - - NO 0 2.0 10 7.4
Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 3.4 Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 7.6 Count+Call+Extend - - - 4 - - - - NO 2 2.5 10 1.3 Count+Call+Extend - - - 4 - - - - NO 2 2.5 10 1.7 Count+Call+Extend - - - 4 - - - - NO 20 0.0 10 4.7 Call+Extend - - - 4 - - - - NO 20 0.0 10 6.4
Limited - - - 4 - - - - NO 0 2.0 10 2.3
Limited - - - 4 - - - - NO 0 2.0 10 7.8
Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 3.6 Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 3.8 None - - - - - - - - NO 0 0.0 10 4.1
None - - - - - - - - NO 0 0.0 10 4.2
Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 3.1 Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 7.1 Count+Call+Extend - - - - - 6 - - NO 0 1.3 10 1.2 Count+Call+Extend - - - - - 6 - - NO 0 1.3 10 1.6 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 4.6 Call+Extend - - - - - 6 - - NO 0 0.0 10 6.3
Limited - - - - - 6 - - NO 0 2.0 10 2.2
Limited - - - - - 6 - - NO 0 2.0 10 7.3
Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 3.3 Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 7.5 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 1.4 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 1.8 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 4.8 Call+Extend - - - - - - - 8 NO 0 0.0 10 6.5
Limited - - - - - - - 8 NO 0 0.0 10 2.4
Limited - - - - - - - 8 NO 0 0.0 10 7.7
Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 3.5 Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 3.7 None - - - - - - - - NO 0 0.0 10 4.3
None - - - - - - - - NO 0 0.0 10 4.4
Pedestrian - 2 - - - - - - NO 0 0.0 10 5.1
Pedestrian - - - 4 - - - - NO 0 0.0 10 5.3
Pedestrian - - - - - 6 - - NO 0 0.0 10 5.2
Pedestrian - - - - - - - 8 NO 0 0.0 10 5.4 44
32 31
13 39
3 8
16 14
21 38
9 4
36 15
22 27
11 43
37 33
17 7
1 5
30 34
25 18
6 40
24 29
35 26
28 12
Det
10 23
19 42
41 20
2 Detector Attributes (5-1) Detector Configuration (5-2)

DETECTORS
CHECKSUM: 7C74
0 Failure Times (5-3) Minutes
Maximum On Time 0
Fail Reset Time
Detectors 25-32
- - - - - - - -
Detectors 41-44
- - - - - - - -
Detectors 17-24 - - - - - - - -
Detectors 33-40
Failure Override (5-4)
- - - - - - - -
- - - - - - - -
- - - - - - - -
Detectors 1-8
Detectors 9-16
CIC Operation (5-6-1)
Enable in Plans - - - - - - - - -
Multiplier

0.50 Smoothing 0.66 0.66

1.0 4.0

0.66 Demand CIC Values (5-6-2) Occupancy Volume

DEPARTMENT OF TRANSPORTATION
State of California
Input File Port-Bit Assignments
332 Cabinet - For Reference Only
1 2 3 4 75 86 9 10 11 1412 13

3.2 1.1 4.5 2.1 3.4 2.31.3 4.13.64.7 5.26.6 6.75.1

1.5 7.6 6.41.77.2 7.87.46.2 6.85.3 5.43.8 4.2 2.7

3.3 5.62.84.34.81.2 4.6 2.43.1 1.4 2.52.2 5.53.5

7.5 6.51.6 5.7 2.67.3 7.7 3.7 5.86.17.1 4.46.3 1.8
I-
J-
PAGE 7
Caltrans TSCP Ver 2.21 Location: 180EB @ Fowler
J9L
I8U
I5L
I13U
I8L
I13L
I2U
J6U
I10L
I9L
J6L
J4U
I12U
I1L
I5U
J10U
I6L
I1U
J5L
I2L
J7U
I7U
J4L
J7L
J2U
J10L
I3U
I7L
I10U
I4L
I9U
J8U
I4U
I12L
J3U
J9U
I6U
J8L
J1L
J5U
I3L
J1U
J3L
J2L
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Table 1 (8-2-1) Table 2 (8-2-2) Table 3 (8-2-3) Table 4 (8-2-4) Table 5 (8-2-5) Table 6 (8-2-6) Time Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A Sun Sat
1 Mon
2 1
Fri
1 Tue
2 Wed
1 1
Thu
Weekday Table Assignments (8-2-7)

WEEKDAY ASSIGNMENT
85AF CHECKSUM:PAGE 8

DEPARTMENT OF TRANSPORTATION

TOD SCHEDULE
State of California
Caltrans TSCP Ver 2.21 180EB @ FowlerLocation:
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 # Mnth Week DOW Table Mnth Day DOW Table
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
0 0 - - - - - - - 0 0 0 - - - - - - - 0
Floating Holiday Table (8-2-8)
10 13
12 2
9 5
8 6
7 15
16 4
14 11
1 #
3 Fixed Holiday Table (8-2-9)
2030
- - - - - - - -
5 - - - - - - - -
Action End
- - - - - - - -
- - - - - - - 0000
1 2 - 4 - 6 - -
2 - - - - - - - 0
- - - - - - - 0000
0000
0 - - - - - - -
0630
0 0000
17 0000
4 Start
0000
1 1 2 3 4 5 6 7
0 - - - - - - - -
DOW #
0000
Action Codes: 18. Max Green 3

0. None 19. Rest in Walk

1. Permitted 20. Rest in Red

2. Restricted 21. Free Lag Phases

4. Veh Min Recall 22. Special Functions

5. Veh Max Recall 23. Truck Preempt

6. Ped Recall 24. Conditional Service

7. Bike Recall 25. Conditional Service

8. Red Lock 26. Leading Ped

9. Yellow Lock

10. Force/Max Lock 41. Protected Permissive

11.Double Entry 42. Protected Permissive

12. Y-Coord C Action Code = Phases added to normal setting

13. Y-Coord D --------------------------------------------------------

14. Free 100+Action Code = Phases removed

15. Flashing 200+Action Code = Phases replaced

16. Walk 2

17. Max Green 2

0000
3 - - - - - - -
0000
0 10
0 - - - - - - - -
8 0
0000
- - - - - - - -
- - - - - - - -
0000
7 - - - - - - -
- - - - - - -
- - - - - - - -
0000
- - - - - - - -
0000
0000
- - - - - - -
9 0000
0000 6
- - - - - - - 0
0000
0 0000
0000 0
0000
- - - - - - - -
0000 12
- - - - - - -
13 15
0 0000
0000
0000
- - - - - - -
0000 - - - - - - - -
0 - - - - - - - -
- - - - - - -
0000
- - - - - - - - 0000
- - - - - - -
11 0000
14 - - - - - - - -
0 - - - - - - - 0
Hebrew
- - - - - - - -
119
Holiday
North Latidude
Ped Recall
8 Daylight Saving
Local Time Zone
West Longitude
36 YES
- - - - - - - -
Sabbath
Solar Clock Data (8-4)
TOD Functions (8-3)
Phases
Sabbatical Clock (8-5)
Daylight Saving (8-6)

DEPARTMENT OF TRANSPORTATION

HOLIDAY TABLES
PAGE 9 CHECKSUM: ED92
State of California
Location: 180EB @ Fowler Caltrans TSCP Ver 2.21
0000 0 - - - - - - - - - - - - - - - 0000 16
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4

00.0 00.0
3 00
00 00
1 00.0
00 2
00 00
00 OP

00.0 00.0

00.0 00.0
4 00
# OP

00.0 00.0
Data Data

00.0 00.0

00.0 00.0
OP

00.0 00
Data
00 00 00

00.0 00
00 00.0
5 00.0

00.0 00.0

00.0 00

00.0 00.0 00.0

00.0 00.0

00.0 8

00.0 6
9 00 00.0 00
00 00
00 00.0
00 00.0

00.0 00.0
00 00

00.0 00.0

00.0 00.0
00 00 7 00.0
00 00

00.0 10

00.0 00 00.0
00 00

00.0 00.0

00.0 00.0
00 00.0

00.0 00.0 00
11 00

00.0 00
14 00

00.0 16

00.0 00.0

00.0 00.0
00 00
00 00 00

00.0 00.0
00 00.0 00.0 13
00 00.0
00 00
00 00

00.0 12

00.0 00.0 00

00.0 00.0
15 00.0
0 0
10 Local Toll
0 Delay
Phone Number
0 Callback Numbers (6-3...3)
0 0
0 0
Area Code
0 - 0
0 10
Long Distance
0 - 0
0 10
Line Out
0 0
0 - 0

SOFT LOGIC CALLBACK NUMBERS
Phone Number
Area Code
Line Out
Long Distance
Delay
Local Toll
Local Toll
Long Distance
Line Out
Delay
Phone Number
Area Code
IP Address
1 Broadcast
Netmask
53 255
Network (6-4)
Address
27000
10 Gateway 254
203
52 53
52 10
Port
Static IP IP Mode
Protocol
255
52 AB3418
255
53 0
10 255

NETWORK
Soft Logic ( 6-2 )
CHECKSUM:PAGE 10 A4F6

DEPARTMENT OF TRANSPORTATION
State of California
Caltrans TSCP Ver 2.21 180EB @ FowlerLocation:
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4

DEPARTMENT OF TRANSPORTATION
State of California
Port
Max
0 30
Advance
Overlap Grn
Phase Termination
Clear Phase Green

5.5 Delay
- 2 - - 5 - - -
Preempt Timers
No
30 - - - - - -
Latching
EVA
(3-A)
EVB
(3-B)
Phase

5.6 No
Phase Termination
Advance
- - - 4 - - 7 -
Port
- - - - - -
Delay
Preempt Timers
Latching
Phase Green Max Clear
30 30 0
Overlap Grn

5.8 No
EVD
(3-D)
93EE PAGE 11 CHECKSUM:

Caltrans TSCP Ver 2.21 180EB @ FowlerLocation:
0 1 2 3 4 5 6 7 8 - - - - - - - - - - - - - - - - A B C D E F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2 3 - - 6 - - - - - - - - - - - - - - - - - 2 - - - 6 - - - - - 4 - - - 8 - - - - - - - - - - - - - - Gate Port
Gate Port

0.0 0.0
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 INPUTS
7 Wire I/C(2-1-5-1)
Input Port Input Port
Enable R1 Free
Max ON R2 D2
Max OFF R3 D3
Manual Control(2-1-5-2)
Input Port
Manual Adv
Adv Enable
Cabinet Staus (2-1-5-3)
Input Port
Flash Bus
Door Ajar
Flash Sense
Stop Time
Special Function (2-1-5-4)
Input Port
1 2
3 4
Battery Backup (2-1-5-5)
Port Operation
Y-Coordination (2-1-5-6)
Port C Port D
No 3.8 3.6
0 3.5 2.8
0 3.7 6.1

6.6 6.6

0.0 0.0

6.7 6.8

0.0 0.0

2.7 Flashing

DEPARTMENT OF TRANSPORTATION
State of California
PAGE 12 CHECKSUM: EF20
Location: Caltrans TSCP Ver 2.21 180EB @ Fowler
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Y-Coord Plans (7-C,D) Long Grn No Grn Offset Perm 1 2 3 4 5 6 7 8 Coord Lag Min Recall Restricted Plan C
Plan D
0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - Force-Offs
0 Phase 1
Minimum
Phase 5
Minimum
0 0
0 0
Green
Extend
Early
Green
Phase 6
Minimum
0 0 0
Phase 7
Minimum
Inhibit
Cycles
0 0
0 0 0 0
0 Local Plans (3-E) 1...9 1...19
Plan 2 0
Phase 2
Minimum
0 0 0
0 0
Phase 8
Minimum
0 Phase 3
Minimum
Plan 1
Phase 4
Minimum

0.0 0.0
Clearance
0 - - - - - - - - 0.0 0.0
Passage Slave
Input
Sign
Output
Det 3
Port CarryOver Det 4
Port Phase Green Det 2
Port Next Priority

0.0 0 0 0.0 0
Truck Priority (3-F)

TRUCK PRIORITY

DEPARTMENT OF TRANSPORTATION

YELLOW YIELD COORDINATION
State of California
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
Green Factor
PAGE 13 CHECKSUM: 86F7
Caltrans TSCP Ver 2.21 180EB @ FowlerLocation:
0 0 0 0 0 Green Factor 0 0 0 0 0 0
*** Enable in Plans Input Type Stop Go
Queue Jump (3-E-B)
Hold PhaseGrn Hold

0.0 0.0 OPT
OPT
0 0
0 0
- - - - - - - -
- - - - - - - -
0 0
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4

DEPARTMENT OF TRANSPORTATION
State of California
Caltrans TSCP Ver 2.21 180EB @ FowlerLocation:

Model 2070 Model ID
Manufacturer ID
AB3418
Caltrans TSCP Ver 2.21
Protocol Revision ID

CONTROLLER ID
8/22/22, 7:36 AM 180EB@Fowler / 180EB at Fowler - 42180029.4 Times [1.1.1] 1 2 3 4 5 6 7 8 9 10 Options+ 1 2 3 4 5 6 7 8 9 10 Min Green 8 8 8 8 8 8 8 8 0 0 Reservice
Gap, Ext 2 6.5 2 5.5 2 6.5 2 5.6 0 0 PedClr Thru Yel
Max 1 20 35 20 25 20 35 20 25 0 0 SkipRed-NoCall
Max 2 12 25 12 15 12 25 12 15 0 0 Red Rest
Yel Clearance 3.6 3.9 3.9 4.3 3.6 3.9 3.9 4.3 0 0 Max II Seq # Ring Red Clearance 1 1 1 1 2 1 1 1 0 0 *Max III 1 1 2 3 4 0 0 Walk 0 5 0 5 0 5 0 5 0 0 Max Inhibit 2 5 6 7 8 0 0 Ped Clearance 0 27 0 35 0 30 0 32 0 0 Ped Delay 1 1 2 3 4 0 0 Red Revert 2 2 2 2 2 2 2 2 0 0 Red Rest on Gap 2 6 5 7 8 0 0 Add Initial 0 0 0 0 0 0 0 0 0 0 Conflicting Phase 0 0 0 0 0 0 0 0 0 0 1 2 1 3 4 0 0 Max Initial 0 0 0 0 0 0 0 0 0 0 Grn/Ped Delay 0 0 0 0 0 0 0 0 0 0 2 5 6 7 8 0 0 Time B4 Reduct 0 8 0 8 0 8 0 8 0 0 Omit Yel, Yel P 0 0 0 0 0 0 0 0 0 0 1 2 1 3 4 0 0 Cars B4 Reduct 0 0 0 0 0 0 0 0 0 0 Ped Out/Olp Ped 0 0 0 0 0 0 0 0 0 0 2 6 5 7 8 0 0 Time To Reduce 0 18 0 11 0 18 0 11 0 0 StartYel, Next P 0 0 0 0 0 0 0 0 0 0 1 1 2 3 4 0 0 Reduce By 0 0 0 0 0 0 0 0 0 0 *StartupVehCall 1 2 3 4 5 6 7 8 2 5 6 8 7 0 0 Min Gap 2 2 2 2 2 2 2 2 0 0 *StartupPedCall 1 1 2 3 4 0 0 DyMaxLim 0 0 0 0 0 0 0 0 0 0 2 6 5 8 7 0 0
Max Step 0 0 0 0 0 0 0 0 0 0 Phase Ring 1 2 1 3 4 0 0
Options [1.1.2] 1 2 3 4 5 6 7 8 9 10 1 1 5 6 0 0 2 5 6 8 7 0 0 Enable X X X X X X X X 2 1 5 6 0 0 1 2 1 3 4 0 0
Min Recall 3 1 7 8 0 0 2 6 5 8 7 0 0
Max Recall 4 1 7 8 0 0 1 1 2 4 3 0 0
Ped Recall 5 2 1 2 0 0 2 5 6 7 8 0 0
Soft Recall X X 6 2 1 2 0 0 1 2 3 4 5 6 7 8 1 1 2 4 3 0 0 Lock Calls 7 2 3 4 0 0 0 0 0 0 0 0 0 0 2 6 5 7 8 0 0 Auto Flash Entry 8 2 3 4 0 0 0 0 0 0 0 0 0 0 1 2 1 4 3 0 0 Auto Flash Exit 9 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 6 7 8 0 0 Dual Entry X X X X 10 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 1 4 3 0 0 Enable Simul Gap 11 0 0 0 0 0 OFF OFF OFF OFF OFF OFF OFF OFF 2 6 5 7 8 0 0 Gaurantee Passage 12 0 0 0 0 0 1 1 2 4 3 0 0
Rest In Walk 2 5 6 8 7 0 0
Conditonal Service Port 1 1 2 4 3 0 0
Non-Actuated 1 1 2 6 5 8 7 0 0
Non-Actuated 2 2 1 2 1 4 3 0 0
Add Init Calc 3 2 5 6 8 7 0 0
4 1 2 1 4 3 0 0
Comm [6.5] Host IPs 2 6 5 8 7 0 0
192 168 1 20 Advance Warning [1.1.9]
255 255 255 0 10 50 10 22 Ph Tm
192 168 1 1 0 0
3 0 0 0 0 0 0
8 Belmont
Comm Ports [6.6]
* - 76.12B or newer
Port #: 5001
6 Sync 2
Aux Switch
*InhFYA Red St
Walk2
BikeClr
GrnFlash
SfClrMn
RingA1go
Phase Options+ [1.1.3]

Concurrent Phases
Unit Params [1.2.1]
Screen Size 8 Metric OFF
0 Red Revert
Display Time
LPAlt Srs
Security Delay
3-6
0 6 Phase Mode STD8
UseProg
4Ph
OFF Free Ring Seq 1
Date Superseded:
2/24/2021
Belmont & Fowler
Movement NL ST EL WT SL NT WL ET

GPS NONE
NONE 0
RED
RED SfClrNoFlsh
SP1
7 1
0 Auto Ped Clear
CNA FreeTime 0
Diamond Mode
OFF
RSt
6 Phase Seq. (2 ring) Chart [1.2.4]
Phases0
0 2
60 OFF Tone Disable ON
OFF AudioPedTime
TOD Dimming
10RED
GREEN
RED
SP5S
OFF
Async 3
NONE 0
Async 2
Async 4 OFF
RED
14 FCM
15 Async 1
NONE 0
Sync 1
6 IP Address:
2 3
4 5
ALARM
EXT Clrnc Decide OFF
1 IO Mode USER
0 Max Cyc Timer 0
0 CycFlt Actn
OFF
STOPTM
OFF
1 6
7 4
RED
RED
RED
RED
GREEN
StartUp
Times+ [1.1.7]
Opticom
Mask:

Gateway:

RED
ATMS
SG
Configuration: Standard File
12 9
8 11
NAME:
13 Date Installed / By:
9600
166
Aux Out #2
Aux Out #1
Channel Port Echo Mode
16 6
Baud Rate
38400
9600 6SP2 NONE 0
SP8
PG
PG
Date Printed:
2/24/21

Page 1 ends

V76.12/13
Updated 12/6/17
2 5
Phase Concurrency [1.1.4]
NoPed Reserv
9600
Comm [6.2]
Prepared by:

Checked by:

Startup Flash
MCE Timeout
Loc Flsh Start
Startup Calls
ST over Prmpt
Feature Profile
Mx Seek TrkTm
Mx Seek Dwell
Prmpt/Ext Coor
Yellow < 3"
Allow Skip Yel
Start Red Tm
NONE
TS2CVM NONE
Fowler
ID:

North

[2.5] Transition
Pat# Cyc Off Split Seq Split [2.7] 1 2 3 4 5 6 7 8 9 10 Pat# Short Long Dwell E-Yld Offset Ret Hold Flt Min
Veh
Min
Ped MI
Test OpMode Split 0 0 0 0 0 0 0 0 0 0
Correction Crd-P
Maximum Mode NON NON NON NON NON NON NON NON NON NON
Force Mode Split 0 0 0 0 0 0 0 0 0 0
Flash Mode Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
FreeonSeqCh Split 0 0 0 0 0 0 0 0 0 0
Closed Loop Crd-P
External Mode NON NON NON NON NON NON NON NON NON NON
Latch Sec Frc Split 0 0 0 0 0 0 0 0 0 0
Stop-in-Walk Crd-P
Ped Recycle Mode NON NON NON NON NON NON NON NON NON NON Expand Splt Split 0 0 0 0 0 0 0 0 0 0
Easy Float Crd-P
Auto Reset Mode NON NON NON NON NON NON NON NON NON NON NTCIP Yield + 0 Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Before Mode NON NON NON NON NON NON NON NON NON NON
After Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
Split 0 0 0 0 0 0 0 0 0 0
Crd-P
Mode NON NON NON NON NON NON NON NON NON NON
0 SHRT/LNG

MAX INH
OFF
OFF
ON
OFF
P1256_INH
TIMED
OFF
FIXED
Coord Modes+ (Page 2)
OFF
OFF

CHANNEL
Leave Walk
TIMED
ON
OFF
ID: 166

Belmont & Fowler
0 0
9 0 0
8 PAGE 2
10 1
Date Printed:
2/24/2021
9 1 9
1010 0 0
-
OFF25 0 0 0 0
25 0 0 --
- -
25 0
10 8 10
-
010 10
0 EndGRN
0 09
0 -0 EndGRN -
-
-25 -0 0 0
X OFF0
0 OFF0 EndGRN - X00
0 EndGRN -0 0 -
256 10
- X OFF
0 0 0 0
-
X
0 EndGRN
-
-
-
0 -
-
-
0 0
0 OFFX0 00
OFF0 0 EndGRN -
0 0 0 0
EndGRN
EndGRN
3 3
0 5 1 5 5 25
254 4 10
- X
X
1 OFF10 25 0 0 0 0 --0 0
OFF0 EndGRN - X
2 0 0 01 1 10 25 0 0
OFF0 EndGRN -
No Shortway Ø
1 0 0 1 1 -
-
-
-2 02 10 25 0 0 0 0
[2.7.1-24] Splits
1 Intersection
Name:
[2.1] Coord Modes+
[2.4] Patterns
7 0 0 7 1
6 0
0 0 2 1
4 0 0 4
3 0 0 3
11 0 0 0 1 11 11 0
5 10
0 6 1 6
8 1 8
7 7 10
0 17 0 0 0 0 0 0 BegGRN - - - - OFF
12 0 0 0 1 12 12 0 17 0 0 0 0 0 0 BegGRN - - - - OFF
13 0 0 0 1 13 13 0 17 - - OFF0 0 0 0 0 0 BegGRN - -

MAX INH
0 0 0 0 BegGRN -20 20 0 17 0 0
0 0 0 1
- - - OFFCHANNEL
Coord Modes+ (Page 2)
0 0 0 0 BegGRN -21 21 0 17 0 0
FIXED
21 0 0 0 1
- - - OFFOFF
OFF
0 0 0 0 BegGRN -22 22 0 17 0 0
ON
22 0 0 0 1
- - - OFFOFF
P1256_INH
0 0 0 0 BegGRN -23 23 0 17 0 0
OFF
23 0 0 1 25
- - - OFFOFF
ON
0 0 0 0 BegGRN -24 24 0 17 0 0
OFF
24 - - OFFLeave Walk
TIMED
TIMED
26 0 0 0
0 0 0 BegGRN - -25 0 17 0 0 025 0
- - - - OFF
Belmont & Fowler

27 0 0
0 0 0 0 0 BegGRN1 26 26 0 17 0
- - - - OFF0 0 0 0 0 0
0 028 0 0 0 1 28
BegGRN0 1 27 27 0 17
Intersection
Name:166
PAGE 3
ID:

Date Printed:
2/24/2021
30 0 0 BegGRN - - -0 17 0 0 0 029 0 0 0 1
30 0 0 0 1 30
- OFF
- - OFF
29 29
0 0 0 BegGRN - -28 0 17 0
- OFF
31 0 0 0 1 31 31 0
0 0 BegGRN - - -0 17 0 0 0 0
OFF0 BegGRN
32 0 0 0 1 32 32 0 17
- - - -17 0 0 0 0 0
BegGRN - - - - OFF0 0 0 0 0 0

Pat# Cyc Off Split Seq 1 2 3 4 5 6 7 8 9 10 STRATEGY_1 STRATEGY_2 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 2 3 4
0 0 0 0
0 0 0 0 STRATEGY_3 STRATEGY_4
0 0 0 0 0 0 0 0 0 0 0 0
Cyc Off Split Seq 1 2 3 4 5 6 7 8 9 10 0 0 0 0 0 0 0 0
0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0
TSP - Max Extend 0 0 0 0 0 0 0 0 0 0
1 2 3 4 STRATEGY_5 STRATEGY_6
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
Cyc Off Split Seq 1 2 3 4 5 6 7 8 9 10
0 0 3 1 0 0 0 0 0 0 0 0 0 0
TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0 STRATEGY_7 STRATEGY_8 TSP - Max Extend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 2 3 4 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0
Cyc Off Split Seq 1 2 3 4 5 6 7 8 9 10 Cyc Off Split Seq 1 2 3 4 5 6 7 8 9 10 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 0 TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0 TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 0 0 0 0 1 2 3 4 1 2 3 4
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Cyc Off Split Seq 1 2 3 4 5 6 7 8 9 10 Cyc Off Split Seq 1 2 3 4 5 6 7 8 9 10 0 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 9 1 0 0 0 0 0 0 0 0 0 0 TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0 TSP - Max Reduction 0 0 0 0 0 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 0 0 0 0 TSP - Max Extend 0 0 0 0 0 0 0 0 0 0 1 2 3 4 1 2 3 4
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phs Omits Phs Omits
1 SvcPhases
[2.9.2.(1-8)] Strategy Tables[2.7.X.3] TSP Split Table
SPLITS
Ped Omits Ped Omits
Request
Strategy
TimSvcDes
TimEstDep SvcPhases SvcPhases
SvcPhases
Ped Omits
2 Phs Omits Phs Omits
Ped Omits Ped Omits
SPLITS
SvcPhases
TimSvcDes Phs Omits Phs Omits
TimSvcDes
Request
Strategy SvcPhases
Ped OmitsTimEstDep
TimSvcDes
TimEstDep
3 SvcPhases SvcPhases
SPLITS
Request Phs Omits Phs Omits
Strategy Ped Omits Ped Omits
TimSvcDes
TimEstDep
TimEstDep
4 6Request

SPLITS SPLITS
Request
Strategy Strategy
TimSvcDes
TimEstDep PAGE 4
TimEstDep
5 9 - FREERequest

SPLITS SPLITS
Request
Strategy Strategy
TimSvcDes
Overlap 1-8 Program Parms & Parm+ [1.5.2.1] [1.5.2.8] Phases [3.#.2] - set the Dwell Phases Included Ø 0 0 0 0 0 0 0 0 Pre # Enable Type Output Pattern Skip Co+Pre Flash Max/Min Pre # 1 2 3 4 5 6 7 8 9 10 1 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 1 OFF RAIL TS2 0 OFF OFF OFF MAX 0 0 0 0 0 0 0 0 0 0 Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 2 OFF RAIL TS2 0 OFF OFF OFF MAX 0 0 0 0 0 0 0 0 A Conflict Olap 0 0 0 0 0 0 0 0 Red 1 3 OFF EMERG TS2 0 OFF OFF OFF MAX 0 0 0 0 0 0 0 0 0 0 Conflict Ped 0 0 0 0 0 0 0 0 4 OFF EMERG TS2 0 OFF OFF OFF MAX 0 0 0 0 0 0 0 0 Included Ø 0 0 0 0 0 0 0 0 5 OFF EMERG TS2 0 OFF OFF OFF MAX 2 5 0 0 0 0 0 0 0 0 2 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 6 OFF EMERG TS2 0 OFF OFF OFF MAX 0 0 0 0 0 0 0 0 Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 Preemption Times [3.#.1] 4 7 0 0 0 0 0 0 0 0 B Conflict Olap 0 0 0 0 0 0 0 0 Red 1 Pre # Delay MinDura MaxPres MinGrn MinWlk PedClr Track Grn Min Dwell 0 0 0 0 0 0 0 0 Conflict Ped 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 6 1 0 0 0 0 0 0 0 0 Included Ø 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 3 0 10 60 6 0 10 0 10 8 3 0 0 0 0 0 0 0 0 Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 4 0 10 60 6 0 10 0 10 0 0 0 0 0 0 0 0 C Conflict Olap 0 0 0 0 0 0 0 0 Red 1 5 0 10 60 6 0 10 0 10 Exit Phases [3.#.2] Conflict Ped 0 0 0 0 0 0 0 0 6 0 10 60 6 0 10 0 10 Pre # No.

Included Ø 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0
4 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 2 0 0 0 0 2 0 0 0 0
Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 3 0 0 0 0 3 2 6 0 0
D Conflict Olap 0 0 0 0 0 0 0 0 Red 1 4 0 0 0 0 4 4 8 0 0 Conflict Ped 0 0 0 0 0 0 0 0 1 OFF OFF OFF ON 0 5 0 0 0 0 5 2 6 0 0 Included Ø 0 0 0 0 0 0 0 0 2 OFF OFF OFF OFF 0 6 0 0 0 0 6 4 8 0 0 5 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 3 OFF OFF OFF OFF 0 Overlaps+ [3.#.5] Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 4 OFF OFF OFF OFF 0 Pre # Preempt Overlaps + E Conflict Olap 0 0 0 0 0 0 0 0 Red 1 5 OFF OFF OFF OFF 0 Track 0 0 0 0 0 0 0 0 0 0 Conflict Ped 0 0 0 0 0 0 0 0 6 OFF OFF OFF OFF 0 0 0 0 0 0 0 0 0 0 0 Included Ø 0 0 0 0 0 0 0 0 Preemption, Times+ [3.#.4] Track 0 0 0 0 0 0 0 0 0 0 6 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 0 0 0 0 0 0 0 0 0 0
Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 Track 0 0 0 0 0 0 0 0 0 0 F Conflict Olap 0 0 0 0 0 0 0 0 Red 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Conflict Ped 0 0 0 0 0 0 0 0 2 0 0 0 0 0 Track 0 0 0 0 0 0 0 0 0 0 Included Ø 0 0 0 0 0 0 0 0 3 0 20 10 3.9 2 0 0 0 0 0 0 0 0 0 0 7 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 4 0 20 10 3.9 2 Track 0 0 0 0 0 0 0 0 0 0 Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 5 0 20 10 3.9 2 0 0 0 0 0 0 0 0 0 0 G Conflict Olap 0 0 0 0 0 0 0 0 Red 1 6 0 20 10 3.9 2 Track 0 0 0 0 0 0 0 0 0 0 Conflict Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Included Ø 0 0 0 0 0 0 0 0 Prog Parms+ (MM>1>5>2>X>3) OverlapB+: 1-A 8 Modifier Ø 0 0 0 0 0 0 0 0 Grn 0 OFF OFF OFF OFF
Conflict Ø 0 0 0 0 0 0 0 0 Yel 3 0 OFF 0 OFF
H Conflict Olap 0 0 0 0 0 0 0 0 Red 1 0 OFF 0 OFF
Conflict Ped 0 0 0 0 0 0 0 0 OFF OFF
OLP GENERAL PARAMETERS [1.5.1] 0 OFF 0 OFF
0 0 0 0 0 0 0 0 0 0 0

OFF OFF OFF OFF
0 OFF 0 OFF
0 OFF 0 OFF

OFF OFF
0 OFF 0 OFF
0 0 0 0 0 0 0 0 0 0 0
ID: 166 Name: Belmont & Fowler Date Printed:

FYA ImmedReturn
Green Ext Inh
Pre Invert Rail Input
ON
OFF
Always
OFF
OFF
Transit Input
FYA Delay Time
Conflict Lock Enable OFF
Channel Parameters [1.8.3]
Green Ext InhLock Inhibit
Parent P Clearance
Xtra Incl Phases
InhibitLockInterval
OverlapB+: 2-B
Green Ext Inh
FYA Delay Time
Ped Call Clear
Phases [3.#.2] - Trk Veh
1

Page 5 ends

Exit Phase
Dwell
5 Dwell
6 Dwell
Phases
Dwell
3 Dwell
4 2/24/2021
FYA MCE Disable
FYA Skip Red
FYA AfterPreempt
Dwell
3 4
5NORMAL
6 Column
1 2
Peds
Dwell Veh
Dwell Veh
Dwell Veh
Peds
Dwell Veh
Dwell Veh
Dwell Veh
Peds
Peds
Peds
Peds
2 Preemption Options+ [3.Pre #.6]
NORMAL
NORMAL
NORMAL
NORMAL
Preemption, Options [3.#.3]
Pre # Lock
Input
Over-ride
Auto Flash
Over-ride Higher
Preempt Flash Dwell Link
NORMAL
NORMAL
Pre No.

Extend
Dwell
Return
Max Ped Clr Yel Red
FYA MCE Disable
FYA Skip Red
FYA AfterPreempt
NORMAL
Leading Green FYA MCE Disable
FYA Skip Red
FYA AfterPreempt
FYA ImmedReturn
Transit Input
FYA Delay Time
Ped Call Clear
Ped ClearTime
Leading Green
OverlapB+: 3-C
OverlapB+: 4-D
FYA ImmedReturn
Ped ClearTime FYA ImmedReturn
Transit Input
FYA Delay Time
Ped Call Clear
Ped ClearTime
Green Ext Inh
Leading Green
Ped Call Clear
Ped ClearTime
Leading Green FYA MCE Disable
Transit InputFYA Skip Red
FYA AfterPreempt
Pre 1 = RR1
Pre 2 = RR2
Pre 3 = EVA
Pre 4 = EVB
Pre 5 = EVC
Pre 6 = EVD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 1 2 3 4 2 4 6 8 0 0 0 0 0 0 0 0

VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED VEH VEH VEH VEH VEH VEH VEH VEH

RED RED RED RED RED RED RED RED RED RED RED RED DRK DRK DRK DRK DRK DRK DRK DRK DRK DRK DRK DRK

X X X X
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off IO PARAMETERS [1.8.6] Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
ID: NAME:

I/O LOGIC [1.8.7]
Ped Parms (MM>5>4)
I/O Fcn = Inv Src I/0 Fun Inv Src I/0 Fun Inv Src I/0 Fun Dly Sec 1 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0
2 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 1 0 0 0 0
3 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 2 2 0 0 0
4 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 3 0 0 0 0
5 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 4 4 0 0 0
6 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 5 0 0 0 0
7 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 6 6 0 0 0
8 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 7 0 0 0 0
9 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0 8 8 0 0 0
10 I 0 = - 0 I OFF - 0 I OFF - 0 I OFF DLY 0
----
----
----
Logic
Func
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
Operand_2
Logic
Func
----
----
CH 17-24 Mapping: DEFAULT
D-Conn Mapping:

T & F BIU Mapping
NONE

DEFAULT
USERC1-C11-ABC IO Mode: Olap Ovrd
Chan Settings [1.8.2]
Channel
Phase / Olap #
Channel Flash
Override Type

Page 1 ends

CHANNEL PARMETERS [1.8.3]
CHANNEL SETTINGS [1.8] plus UNIT PARAMETERS [1.2.1]
Flash Yellow
Inh Red Fl in Preempt
Flash 1-2 Hertz
NONE
CHANNELS+ [1.8.4]
Channel
Flash Green
Flash Red
USERC1-C11-ABC IO Mode:

OFFInvert Rail Inputs:

D-Conn Mapping:

Channel Type
CHANNEL SETTINGS [1.8.1]
166 Belmont & Fowler
Operand_1 Operand_3
No
Act
Max
Pres
Invert Rail Inputs:

EVP Ped Confirm
OFF
OFF
Row#
Result Timer
Det# Call
2/24/2021
----
----
----
PAGE 6
Prt Date:

Err
Cnt
Logic
Func
----
----
----
----
----
----
----
Veh Par 1-32 [5.1] Vehicle Options 1-32 [5.2] Parameters+ 1-32 [5.3] Det Input Call Swi No Max Err Fail Det Add Red Yell Det Det # Slot Ø Ø Act Pres Cnt Time # Init Lock Lock # G Y R 1 2 Dir # 1 1I1U 1 0 0 0 0 0 0 0 255 1 X X - - - - X X 1 X X - 0 0 NORM 0 1 2 2I2U 2 0 0 0 0 0 0 0 255 2 - X - - - - X X 2 X X - 0 0 NORM 0 SBT1 2 3 2I2L 2 0 0 0 0 0 0 0 255 3 - X - - - - X X 3 X X - 0 0 NORM 0 SBT2 3 4 2I3U 2 0 0 2 0 0 0 0 255 4 X - - - - - X X 4 X X - 0 0 STOPB 0 4 5 2I3L 2 0 0 2 0 0 0 0 255 5 X - - - - - X X 5 X X - 0 0 STOPB 0 SBR1 5 6 2I4U 2 0 0 2 0 0 0 0 255 6 X - - - - - X X 6 X X - 0 0 STOPB 0 6 7 3I5U 3 0 0 0 0 0 0 0 255 7 X X - - - - X X 7 X X - 0 0 NORM 0 7 8 4I6U 4 0 0 0 0 0 0 0 255 8 - X - - - - X X 8 X X - 0 0 NORM 0 WBT1 8 9 4I6L 4 0 0 2 0 0 0 0 255 9 X - - - - - X X 9 X X - 0 0 STOPB 0 WBT2 9 10 4I7U 4 0 0 0 0 0 0 0 255 10 - X - - - - X X 10 X X - 0 0 NORM 0 10 11 4I7L 4 0 15 2 0 0 0 0 255 11 X - - - - - X X 11 X X - 0 0 STOPB 0 WBR1 11 12 4I8U 4 0 0 2 0 0 0 0 255 12 X - - - - - X X 12 X X - 0 0 STOPB 0 12 13 1I9U 1 0 0 0 0 0 0 0 255 13 X X - - - - X X 13 X X - 0 0 NORM 0 13 14 3I9L 3 0 0 0 0 0 0 0 255 14 X X - - - - X X 14 X X - 0 0 NORM 0 NBL1 14 15 5J1U 5 0 0 0 0 0 0 0 255 15 X X - - - - X X 15 X X - 0 0 NORM 0 15 16 6J2U 6 0 0 0 0 0 0 0 255 16 - X - - - - X X 16 X X - 0 0 NORM 0 NBT1 16 17 6J2L 6 0 0 0 0 0 0 0 255 17 - X - - - - X X 17 X X - 0 0 NORM 0 NBT2 17 18 6J3U 6 0 0 2 0 0 0 0 255 18 X - - - - - X X 18 X X - 0 0 STOPB 0 18 19 6J3L 6 0 0 2 0 0 0 0 255 19 X - - - - - X X 19 X X - 0 0 STOPB 0 NBR1 19 20 6J4U 6 0 0 2 0 0 0 0 255 20 X - - - - - X X 20 X X - 0 0 STOPB 0 20 21 7J5U 7 0 0 0 0 0 0 0 255 21 X X - - - - X X 21 X X - 0 0 NORM 0 21 22 8J6U 8 0 0 0 0 0 0 0 255 22 - X - - - - X X 22 X X - 0 0 NORM 0 EBT1 22 23 8J6L 8 0 0 0 0 0 0 0 255 23 - X - - - - X X 23 X X - 0 0 NORM 0 EBT2 23 24 8J7U 8 0 0 2 0 0 0 0 255 24 X - - - - - X X 24 X X - 0 0 STOPB 0 24 25 8J7L 8 0 15 2 0 0 0 0 255 25 X - - - - - X X 25 X X - 0 0 STOPB 0 25 26 8J8U 8 0 0 2 0 0 0 0 255 26 X - - - - - X X 26 X X - 0 0 STOPB 0 26 27 5J9U 5 0 0 0 0 0 0 0 255 27 X X - - - - X X 27 X X - 0 0 NORM 0 SBL1 27 28 7J9L 7 0 0 0 0 0 0 0 255 28 X X - - - - X X 28 X X - 0 0 NORM 0 WBL1 28 29 2I11U 2 0 15 2 0 0 0 0 255 29 X - - - - - X X 29 X X - 0 0 STOPB 0 29 30 4I11L 4 0 15 2 0 0 0 0 255 30 X - - - - - X X 30 X X - 0 0 STOPB 0 30 31 6J11U 5 0 0 0 0 0 0 0 255 31 X X - - - - X X 31 X X - 0 0 NORM 0 SBL2 31 32 8J11L 8 0 15 2 0 0 0 0 255 32 X - - - - - X X 32 X X - 0 0 STOPB 0 32 33 1I1L 1 0 0 0 0 0 0 0 255 33 X X - - - - X X 33 X X - 0 0 NORM 0 33 34 2I4L 2 0 0 2 0 0 0 0 255 34 X - - - - - X X 34 X X - 0 0 STOPB 0 34 35 3I5L 3 0 0 0 0 0 0 0 255 35 X X - - - - X X 35 X X - 0 0 NORM 0 35 36 4I8L 4 0 0 2 0 0 0 0 255 36 X - - - - - X X 36 X X - 0 0 STOPB 0 36 37 5J1L 5 0 0 0 0 0 0 0 255 37 X X - - - - X X 37 X X - 0 0 NORM 0 37 38 6J4L 6 0 0 2 0 0 0 0 255 38 X - - - - - X X 38 X X - 0 0 STOPB 0 38 39 7J5L 7 0 0 0 0 0 0 0 255 39 X X - - - - X X 39 X X - 0 0 NORM 0 39 40 8J8L 8 0 0 2 0 0 0 0 255 40 X - - - - - X X 40 X X - 0 0 STOPB 0 40 41 4I10U 4 0 0 0 0 0 0 0 255 41 - X - - - - X X 41 X X - 0 0 NORM 0 41 42 4I10L 4 0 0 0 0 0 0 0 255 42 - X - - - - X X 42 X X - 0 0 NORM 0 42 43 8J10U 8 0 0 0 0 0 0 0 255 43 - X - - - - X X 43 X X - 0 0 NORM 0 43 44 8J10L 8 0 0 0 0 0 0 0 255 44 - X - - - - X X 44 X X - 0 0 NORM 0 44 0 Seconds
5 Minutes
Delay Type Src
Info
OnlyDlay OccupancyQue occExt volExt Que Call
ID: 166 .Vol/Occ PeriodName: Belmont & Fowler 2/24/2021 PAGE 7 Alt# 1 Times Table [1.1.6.1] Alt# 2 Options Table [1.1.6.2] Column#... -> 1 2 3 4 5 6 7 8 Column # -> 1 2 3 4 5 6 7 8 Assign Ø 0 0 0 0 0 0 0 0 Assign Ø 0 0 0 0 0 0 0 0 1 2 3 4 5 6 7 8 Min Grn 0 0 0 0 0 0 0 0 Lock Calls - - - - - - - - 1 0 0 0 0 0 Off DFT Gap, Ext 0 0 0 0 0 0 0 0 Soft Recall - - - - - - - - 2 0 0 0 0 0 Off DFT Max 1 0 0 0 0 0 0 0 0 Dual Enrty - - - - - - - - 3 0 0 0 0 0 Off DFT Max 2 0 0 0 0 0 0 0 0 Enabl SimGap - - - - - - - - 4 0 0 0 0 0 Off DFT Yel Clr 0 0 0 0 0 0 0 0 Gaur Passage - - - - - - - - 5 0 0 0 0 0 Off DFT Red Clr 0 0 0 0 0 0 0 0 Rest In Walk - - - - - - - - 6 0 0 0 0 0 Off DFT Walk 0 0 0 0 0 0 0 0 Cond Service - - - - - - - - 7 0 0 0 0 0 Off DFT Ped Clr 0 0 0 0 0 0 0 0 Reservice - - - - - - - - 8 0 0 0 0 0 Off DFT Alt# 2 Times Table [1.1.6.1] Non-Act 1 - - - - - - - - 9 0 0 0 0 0 Off DFT Column#... -> 1 2 3 4 5 6 7 8 Red Rest - - - - - - - - 10 0 0 0 0 0 Off DFT Assign Ø 0 0 0 0 0 0 0 0 Max2 - - - - - - - - 11 0 0 0 0 0 Off DFT Min Grn 0 0 0 0 0 0 0 0 Ped Delay - - - - - - - - 12 0 0 0 0 0 Off DFT Gap, Ext 0 0 0 0 0 0 0 0 Conflicting Ø1 0 0 0 0 0 0 0 0 13 0 0 0 0 0 Off DFT Max 1 0 0 0 0 0 0 0 0 14 0 0 0 0 0 Off DFT
Max 2 0 0 0 0 0 0 0 0 Alt# 3 Options Table [1.1.6.2] 15 0 0 0 0 0 Off DFT Yel Clr 0 0 0 0 0 0 0 0 Column # -> 1 2 3 4 5 6 7 8 16 0 0 0 0 0 Off DFT Red Clr 0 0 0 0 0 0 0 0 Assign Ø 0 0 0 0 0 0 0 0 17 0 0 0 0 0 Off DFT Walk 0 0 0 0 0 0 0 0 Lock Calls - - - - - - - - 18 0 0 0 0 0 Off DFT Ped Clr 0 0 0 0 0 0 0 0 Soft Recall - - - - - - - - 19 0 0 0 0 0 Off DFT Dual Enrty - - - - - - - - 20 0 0 0 0 0 Off DFT Alt# 3 Times Table [1.1.6.1] Enabl SimGap - - - - - - - - 21 0 0 0 0 0 Off DFT Column#... -> 1 2 3 4 5 6 7 8 Gaur Passage - - - - - - - - 22 0 0 0 0 0 Off DFT Assign Ø 0 0 0 0 0 0 0 0 Rest In Walk - - - - - - - - 23 0 0 0 0 0 Off DFT Min Grn 0 0 0 0 0 0 0 0 Cond Service - - - - - - - - 24 0 0 0 0 0 Off DFT Gap, Ext 0 0 0 0 0 0 0 0 Reservice - - - - - - - -
Max 1 0 0 0 0 0 0 0 0 Non-Act 1 - - - - - - - - Time Base Parameters [4.6] Max 2 0 0 0 0 0 0 0 0 Red Rest - - - - - - - -
Yel Clr 0 0 0 0 0 0 0 0 Max2 - - - - - - - -
Red Clr 0 0 0 0 0 0 0 0 Ped Delay - - - - - - - - -
Walk 0 0 0 0 0 0 0 0 Conflicting Ø1 0 0 0 0 0 0 0 0 Mon Ped Clr 0 0 0 0 0 0 0 0 3
Alt# 4 Options Table [1.1.6.2] 11
Alt# 1 Options Table [1.1.6.2] Column # -> 1 2 3 4 5 6 7 8 Column # -> 1 2 3 4 5 6 7 8 Assign Ø 0 0 0 0 0 0 0 0
Assign Ø 0 0 0 0 0 0 0 0 Lock Calls - - - - - - - -
Lock Calls - - - - - - - - Soft Recall - - - - - - - -
Soft Recall - - - - - - - - Dual Entry - - - - - - - -
Dual Entry - - - - - - - - Enabl SimGap - - - - - - - - Enabl SimGap - - - - - - - - Gaur Passage - - - - - - - - Guar Passage - - - - - - - - Rest In Walk - - - - - - - - Rest In Walk - - - - - - - - Cond Service - - - - - - - - Cond Service - - - - - - - - Reservice - - - - - - - -
Reservice - - - - - - - - Non-Act 1 - - - - - - - -
Non-Act 1 - - - - - - - - Red Rest - - - - - - - -
Red Rest - - - - - - - - Max2 - - - - - - - -
Max2 - - - - - - - - Ped Delay - - - - - - - -
Ped Delay - - - - - - - - Conflicting Ø1 0 0 0 0 0 0 0 0 ID:

Conflicting Ø1 0 0 0 0 0 0 0 0
1 166
NAME: Belmont & Fowler
2/24/2021
PAGE 8
Alternate Tables [2.6]
Pat# POpt PTime DetGrp Call/Inh Olp Off ASC DiaCNA1 Max2 GMT Offset
ENABLEDaylight Savings Time
Time Base Sync Ref 0
Daylight Savings
8 Week
Spring
Fall
2 NOTE: % and MI
parameters are not used
and are not shown
above.

Annual Schedule [4.3] Day Plan
J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

X X - - - - - - - - - - - - - - - - - - - - - X X X X X X X - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Evt Hour Min Act Evt Hour Min Act Evt Hour Min Act Evt Min Act Evt Hour Min Act Evt Hour Min Act 1 0 1 54 1 0 1 54 1 0 1 54 1 1 54 1 0 0 0 1 0 0 0
2 0 0 0 2 0 0 0 2 0 0 0 2 0 0 2 0 0 0 2 0 0 0
3 0 0 0 3 0 0 0 3 0 0 0 3 0 0 3 0 0 0 3 0 0 0
4 0 0 0 4 0 0 0 4 0 0 0 4 0 0 4 0 0 0 4 0 0 0
5 0 0 0 5 0 0 0 5 0 0 0 5 0 0 5 0 0 0 5 0 0 0
6 0 0 0 6 0 0 0 6 0 0 0 6 0 0 6 0 0 0 6 0 0 0
7 0 0 0 7 0 0 0 7 0 0 0 7 0 0 7 0 0 0 7 0 0 0
8 0 0 0 8 0 0 0 8 0 0 0 8 0 0 8 0 0 0 8 0 0 0
9 0 0 0 9 0 0 0 9 0 0 0 9 0 0 9 0 0 0 9 0 0 0
10 0 0 0 10 0 0 0 10 0 0 0 10 0 0 10 0 0 0 10 0 0 0
1 1
1 1
1 1
1 1
9 0 0 0
10 0 0 0
7 0 0 0
8 0 0 0
5 0 0 0
6 0 0 0
3 0 0 0
4 0 0 0
1 0 0 0
2 0 0 0
Plan 9
Evt Hour Min Act
9 0 0 0
10 0 0 0
7 0 0 0
8 0 0 0
5 0 0 0
6 0 0 0
3 0 0 0
4 0 0 0
1 0 0 0
2 0 0 0
Plan 7 Plan 8
Evt Hour Min Act
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
10 Hour Min Act
0 0 0
0 0 0
0 0 0
0 0 0
5 6
7 8
9 Evt
1 2
3 4
0 0
Act
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Min
0 0
0 9
10 Hour
0 0
0 0
0 0
0 0
0 0
4 5
6 7
8 Evt
1 2
3 0
0 0
Plan 4 Plan 5
0 Hour
0 0
0 0
0 0
Plan 1 Plan 2 Plan 3
DAY PLANS [4.4]
11 12
13 14
15 16
17 18
Plan 6
1 1
1 Plan 10
Day of Week Date
1 2
ID No. 166 NAME: Belmont & Fowler
10 4
5 6
7 8
9 3
Month
1 2
3 4
1 1
1 # Alarm Ev Alr #1 Bus Preempt
1 Power Up Alarm. X X 0 0 0 0 1 2 3 4 5 6 7 8
2 Stop Timing X X 1 2 16 8 22 3 17 9 23
3 Cabinet Door Activation - - 2 6 20 12 26 198 199 30 31 4 Coordination Failure X X 3 15 1 21 7 27 13 28 14
5 External Alarm # 1 - - 4 189 189 189 189 4 18 10 24
6 External Alarm # 2 - - 5 130 134 132 136 200 201 202 203 7 External Alarm # 3 - - #2 Bus Preempt 6 32 5 19 11 25 29 208 207 8 External Alarm # 4 - - 0 0 0 0 7 33 34 35 36 37 38 39 40 9 Closed Loop Disabled - - 8 41 42 43 44 189 189 189 189 10 External Alarm # 5 - -
11 External Alarm # 6 - -
12 Manual Control Enable X X
13 Coord Free Input - -
14 Local Flash Input X X #3 Bus Preempt
15 CMU/MMU Flash Input - - 0 0 0 0 Act A1 A2 A3 S1 S2 S3 S4 S5 S6 S7 S8 P1 P2 16 MMU Fault X X 1 - - - - - - - - - - - 0 0
17 Cycle Fault X - 2 - - - - - - - - - - - 0 0
18 Cycle Failure X - 3 - - - - - - - - - - - 0 0
19 Coordination Fault X X 4 - - - - - - - - - - - 0 0
20 Controller Fault X X 5 - - - - - - - - - - - 0 0
25 EEPROM CRC Fault X X #4 Bus Preempt 6 - - - - - - - - - - - 0 0 30 Coord Diagnostic Fault X X 0 0 0 0 7 - - - - - - - - - - - 0 0 37 Download Request X X 8 - - - - - - - - - - - 0 0
38 Pattern Change - - 9 - - - - - - - - - - - 0 0
49 Preempt 1 Input X X 10 - - - - - - - - - - - 0 0
50 Preempt 2 Input X X 11 - - - - - - - - - - - 0 0
51 Preempt 3 Input X X 12 - - - - - - - - - - - 0 0
52 Preempt 4 Input X X 13 - - - - - - - - - - - 0 0
53 Preempt 5 Input X X 14 - - - - - - - - - - - 0 0
54 Preempt 6 Input X X 15 - - - - - - - - - - - 0 0
55 Preempt 7 Input - - 16 - - - - - - - - - - - 0 0
56 Preempt 8 Input - - 54 - - - - - - - - - - - 0 0
57 Preempt 9 Input - - 55 - - - - - - - - - - - 0 0
58 Preempt 10 Input - -
59 EEPROM Compare Fault X X
60 Coordination Failure X X
63 TSP Active Trigger - -
73 Controller Access X X
81 FIO Changed Status X X ON
OFF
0 0
ON
Times
Times
Times
OFF
Prior. Phases
Prior. Phases
Prior. Phases
Qjump OFF HoldDwell #N/A FreeMod
0 No Skip OFF Alt Table 0 GrpLock OFF
Lock Mode MAX Lock 0 Headway
OFF
Enable OFF Min 0
Coor+Pre OFF Max 0 ---TSP---
Qjump OFF HoldDwell #N/A FreeMod
0 No Skip OFF Alt Table 0 GrpLock OFF
Lock Mode MAX Lock 0 Headway
Enable OFF Min 0
Coor+Pre OFF Max 0 ---TSP---
OFF
Qjump OFF HoldDwell #N/A FreeMod OFF
No Skip OFF Alt Table 0 GrpLock
---TSP---
Lock Mode MAX Lock 0 Headway 0
Enable OFF Min 0
Coor+Pre OFF Max 0
Prior. Phases
0 OFF
OFF
Alt Table
0 0
0 0
Times
Enable OFF
HoldDwell #N/A
---TSP---OFF
MAX
OFF
OFF
Coor+Pre
Lock Mode
No Skip
Qjump
Min
Max
Lock Headway
GrpLock
FreeMod
Alarm Parameters [1.6.7.1]
ID: Page 10
Date Printed
2/24/2021
Pattern Events:

Local Txmt Alarms:

Reassign User Alarm #1 In (5):
166
Reassign User Alarm #2 In (6):

Preempt Events:

Belmont & FowlerName:
254
0 8
9 10
11 12
13 14
15 0
ACTION Table [4.5]
Pat#
1 2
3 4
5 6
7 I/O INPUT TABLE

I/O Inputs - 1.8.9.1.5
C-1
PIN
I/O
Source Function Input Name C-1
PIN
I/O
Source Function Output Name C-1
PIN
I/O
Source Function Output Name
39 I1-1 2 Veh Det 2 1 83 O6-1 18 Red Ch 18
40 I1-2 16 Veh Det 16 2 O1-1 14 Red Ch 14 84 O6-2 66 Grn Chan 18 41 I1-3 8 Veh Det 8 3 O1-2 62 Grn Chan 14 85 O6-3 12 Red Ch 12 42 I1-4 22 Veh Det 22 4 O1-3 4 Red Ch 4 86 O6-4 36 Yel Chan 12 43 I1-5 3 Veh Det 3 5 O1-4 28 Yel Chan 4 87 O6-5 60 Grn Chan 12 44 I1-6 17 Veh Det 17 6 O1-5 52 Grn Chan 4 88 O6-6 11 Red Ch 11 45 I1-7 9 Veh Det 9 7 O1-6 3 Red Ch 3 89 O6-7 35 Yel Chan 11 46 I1-8 23 Veh Det 23 8 O1-7 27 Yel Chan 3 90 O6-8 59 Grn Chan 11 47 I2-1 6 Veh Det 6 9 O1-8 51 Grn Chan 3 91 O7-1 17 Red Ch 17 48 I2-2 20 Veh Det 20 10 O2-1 13 Red Ch 13 92
49 I2-3 12 Veh Det 12 11 O2-2 61 Grn Chan 13 93 O7-2 65 Grn Chan 17 50 I2-4 26 Veh Det 26 12 O2-3 2 Red Ch 2 94 O7-3 10 Red Ch 10 51 I2-5 198 Pre 1 In 13 O2-4 26 Yel Chan 2 95 O7-4 34 Yel Chan 10 52 I2-6 199 Pre 2 In 14 96 O7-5 58 Grn Chan 10
53 I2-7 30 Veh Det 30 15 O2-5 50 Grn Chan 2 97 O7-6 9 Red Ch 9 54 I2-8 31 Veh Det 31 16 O2-6 1 Red Ch 1 98 O7-7 33 Yel Chan 9 55 I3-1 15 Veh Det 15 17 O2-7 25 Yel Chan 1 99 O7-8 57 Grn Chan 9 56 I3-2 1 Veh Det 1 18 O2-8 49 Grn Chan 1
57 I3-3 21 Veh Det 21 19 O3-1 16 Red Ch 16
58 I3-4 7 Veh Det 7 20 O3-2 64 Grn Chan 16 1 O8-1 115 Not Used 59 I3-5 27 Veh Det 27 21 O3-3 8 Red Ch 8 2 O8-2 115 Not Used 60 I3-6 13 Veh Det 13 22 O3-4 32 Yel Chan 8 3 O8-3 115 Not Used 61 I3-7 28 Veh Det 28 23 O3-5 56 Grn Chan 8 4 O8-4 115 Not Used 62 I3-8 14 Veh Det 14 24 O3-6 7 Red Ch 7
63 I4-5 4 Veh Det 4 25 O3-7 31 Yel Chan 7
64 I4-6 18 Veh Det 18 26 O3-8 55 Grn Chan 7 15 I7-1 33 Veh Det 33 65 I4-7 10 Veh Det 10 27 O4-1 15 Red Ch 15 16 I7-2 34 Veh Det 34 66 I4-8 24 Veh Det 24 28 O4-2 63 Grn Chan 15 17 I7-3 35 Veh Det 35 67 I5-1 130 Ped Call 2 29 O4-3 6 Red Ch 6 18 I7-4 36 Veh Det 36 68 I5-2 134 Ped Call 6 30 O4-4 30 Yel Chan 6 19 I7-5 37 Veh Det 37 69 I5-3 132 Ped Call 4 31 O4-5 54 Grn Chan 6 20 I7-6 38 Veh Det 38 70 I5-4 136 Ped Call 8 32 O4-6 5 Red Ch 5 21 I7-7 39 Veh Det 39 71 I5-5 200 Pre 3 In 33 O4-7 29 Yel Chan 5 22 I7-8 40 Veh Det 40 72 I5-6 201 Pre 4 In 34 O4-8 53 Grn Chan 5 23 I8-1 41 Veh Det 41 73 I5-7 202 Pre 5 In 35 O5-1 37 Yel Chan 13 24 I8-2 42 Veh Det 42 74 I5-8 203 Pre 6 In 36 O5-2 39 Yel Chan 15 25 I8-3 43 Veh Det 43 75 I6-1 32 Veh Det 32 37 O5-3 38 Yel Chan 14 26 I8-4 44 Veh Det 44 76 I6-2 5 Veh Det 5 38 O5-4 40 Yel Chan 16 27 I8-5 189 Unused 77 I6-3 19 Veh Det 19 100 O5-5 42 Yel Chan 18 28 I8-6 189 Unused 78 I6-4 11 Veh Det 11 101 O5-6 41 Yel Chan 17 29 I8-7 189 Unused 79 I6-5 25 Veh Det 25 102 O5-7 115 Not Used 30 I8-8 189 Unused 80 I6-6 29 Veh Det 29 103 O5-8 114 Watchdog
81 I6-7 208 Local Flash
82 I6-8 207 Comp StopTm
166
C-11 INPUTS
Date Printed: Page 112/24/2021
ID:

NAME: Belmont & Fowler
I/O Outputs - 1.8.9.2.5
C-11 OUTPUTS
I/O Inputs - 1.8.9.1.5
I/O OUTPUTS - 1.8.9.2.5
Logic Grd
Logic Grd
Logic Grd

B 0166 LOCATION: BELMONT & FOWLER

DETECTOR ASSIGNMENTS ISOLATORS
"I" I1 I2 I3 I4 I5 I6 I7 I8 I9 I10 I11 I12 I13 I14
Ph 1 Ph 2 Ph 2 Ph 2 Ph 3 Ph 4 Ph 4 Ph 4 Ph 1 Ph 1 Ph 2 Ph 6 FLASH Cnt&Ext Cnt&Ext Cnt&Ext Call&TP3 Cnt&Ext Cnt&Ext Cnt&Ext Call&TP3 Cnt&Ext Det 29 PPB PPB SENSE T2-1&2 T2-5&6 T2-9&10 T4-1&2 T4-5&6 T4-9&10 T6-1&2 T6-5&6 T6-9&10 Not T8-1 T8-4 T8-7 T8-10 C1-56 C1-39 C1-63 C1-47 C1-58 C1-41 C1-65 C1-49 C1-60 Wired C1-80 C1-67 C1-68 C1-81 Det 1 Det 2 Det 4 Det 6 Det 7 Det 8 Det 10 Det 12 Det 13 Det 29 NBL1 SB Far SB Mid/T3 SBT1 EBL1 WB Far WB Mid/T3 WBT1 NBLt Bk BIKE Ph 1 Ph 2 Ph 2 Ph 2 Ph 3 Ph 4 Ph 4 Ph 4 Ph 3 Ph 3 Ph 4 Ph 8 STOP Cnt&Ext Cnt&Ext Ext Call&TP3 Cnt&Ext Cnt&Ext Ext Call&TP3 Cnt&Ext Det 30 PPB PPB TIMING T2-3&4 T2-7&8 T2-11&12 T4-3&4 T4-7&8 T4-11&12 T6-3&4 T6-7&8 T6-11&12 Not T8-2 T8-5 T8-8 T8-11 C1-56 C1-43 C1-76 C1-47 C1-58 C1-45 C1-78 C1-49 C1-62 Wired C1-53 C1-69 C1-70 C1-82 Det 1 Det 3 Det 5 Det 6 Det 7 Det 9 Det 11 Det 12 Det 14 Det 30 NBL2 SB Bk SBRt SBT2 EBL2 WB Far WBRt WBT2 EBLt Bk BIKE "J" J1 J2 J3 J4 J5 J6 J7 J8 J9 J10 J11 J12 J13 J14
Ph 5 Ph 6 Ph 6 Ph 6 Ph 7 Ph 8 Ph 8 Ph 8 Ph 5 Ph 5 EMER A EMER B RR1 Cnt&Ext Cnt&Ext Cnt&Ext Call&TP3 Cnt&Ext Cnt&Ext Cnt&Ext Call&TP3 Cnt&Ext Det 31 Ph 2 + 5 Ph 4 + 7 FLASH T3-1&2 T3-5&6 T3-9&10 T5-1&2 T5-5&6 T5-9&10 T7-1&2 T7-5&6 T7-9&10 Not T9-1 T9-4 T9-5 T9-10 C1-55 C1-40 C1-64 C1-48 C1-57 C1-42 C1-66 C1-50 C1-59 Wired C1-54 C1-71 C1-72 C1-51 Det 15 Det 16 Det 18 Det 20 Det 21 Det 22 Det 24 Det 26 Det 27 Det 31 SBL1 NB Far NB Mid/T3 NBT1 WBL1 EB Far EB Mid/T3 EBT1 SBLt Bk SBLt Bk Ph 5 Ph 6 Ph 6 Ph 6 Ph 7 Ph 8 Ph 8 Ph 8 Ph 7 Ph 7 EMER C EMER D RR2 Cnt&Ext Cnt&Ext Ext Call&TP3 Cnt&Ext Cnt&Ext Ext Call&TP3 Cnt&Ext Det 32 Ph 1 + 6 Ph 3 + 8 LTD OP T3-3&4 T3-7&8 T3-11&12 T5-3&4 T5-7&8 T5-11&12 T7-3&4 T7-7&8 T7-11&12 Not T9-2 T9-7 T9-8 T9-11 C1-55 C1-44 C1-77 C1-48 C1-57 C1-46 C1-79 C1-50 C1-61 Wired C1-75 C1-73 C1-74 C1-52 Det 15 Det 17 Det 19 Det 20 Det 21 Det 23 Det 25 Det 26 Det 28 Det 32 SBL2 NB Bk NBRt NBT2 WBL2 EB Bk EBRt EBT2 WBLt Bk BIKE
COMMENTS:

City of Fresno
332 Cabinet
32 Detector Plus Setup
L
O
W
E
R
ID Number:

U
P
P
E
R
L
O
W
E
R
U
P
P
E
R
ID: 166 NAME: Belmont & Fowler
DATE ATMS or

CABINET BY
2/24/2021 CABINET PG

CHANGES MADE

TIMING UPDATES AND MODIFICATIONS
Updated Per Field Modifications and Belmont Widening Plans, 6 Second All Red Start, Turned on Vol/Occ on All Detectors

Page 13 ends

Active but not used
Not used/No Lane
Date: 2/24/21
By: PG
PED FT: 110
F
O
W
L
E
R

BELMONT
285
40 13
132PED FT:
30 1 20
11 191
8 F
O
W
L
E
R
FAR
PED FT: 102
SPEED:

FAR

BELMONT
Advance Loops
FAR Loop: 285
20 I7L
I11L
J5U

I
1 U

J
4 U
1 Detector Layout for the intersection of:
7 26
26 22
23 J6U
45 Advance Loops
FAR Loop:

I9L

J8U
J8L

I5U
120PED FT:
1 20 20
φ
31 27
6 15 15
15 15
21 12
12 φ 6
φ
4 φ
7 φ
FAR
FAR Loop: 285
Advance Loops
4 6 65
6 Advance Loops
FAR Loop:
10 8
28 SPEED: 45
9 9

I7U
I6U
I6L
I6L

J9L

J9L
FAR
0166 BELMONT & FOWLER
SPEED: 40
J6L

290
J
3 L
J
3 U

J
4 L
J
4 U
I
1 U

J
2 L

I
9 U

J
2 U
J
4 L
16 17
28 14
I
3 U
I
3 L I8L

J
1 U
J
1 U
I
4 U
I
4 L

I8U

φ
8 7
26 26
I5U

J8U
J8L

φ 52
φ
3 INTERSECTION ID
166
J
1 1
U
J
9 U
J
1 U
J
1 U

I
4 L
I
4 U
I
2 U
3 2

I
2 L
SPEED:


T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX D

VOLUME DEVELOPMENT WORKSHEETS

Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project 1 Fowler Avenue/McKinley Avenue
NBL 0 0 0 0 0 0
NBT 464 0 464 644 0 644
NBR 0 1 1 0 2 2
SBL 0 0 0 0 0 0
SBT 559 0 559 509 0 509
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 0 2 2 0 1 1
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 559 0 559 509 0 509
Departure 464 0 464 644 0 644
Total 1,023 0 1,023 1,153 0 1,153
South Leg
Approach 464 1 465 644 2 646
Departure 559 2 561 509 1 510
Total 1,023 3 1,026 1,153 3 1,156
East Leg
Approach 0 2 2 0 1 1
Departure 0 1 1 0 2 2
Total 0 3 3 0 3 3
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 1,023 3 1,026 1,153 3 1,156
Departure 1,023 3 1,026 1,153 3 1,156
Total 2,046 6 2,052 2,306 6 2,312
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
2 Fowler Avenue/Floradora Avenue
NBL 0 0 0 0 0 0
NBT 423 1 424 599 2 601
NBR 1 0 1 1 0 1
SBL 73 0 73 61 0 61
SBT 486 2 488 448 1 449
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 2 0 2 3 0 3
WBT 0 0 0 0 0 0
WBR 41 0 41 45 0 45
North Leg
Approach 559 2 561 509 1 510
Departure 464 1 465 644 2 646
Total 1,023 3 1,026 1,153 3 1,156
South Leg
Approach 424 1 425 600 2 602
Departure 488 2 490 451 1 452
Total 912 3 915 1,051 3 1,054
East Leg
Approach 43 0 43 48 0 48
Departure 74 0 74 62 0 62
Total 117 0 117 110 0 110
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 1,026 3 1,029 1,157 3 1,160
Departure 1,026 3 1,029 1,157 3 1,160
Total 2,052 6 2,058 2,314 6 2,320
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
3 Fowler Avenue/Olive Avenue
NBL 27 0 27 6 0 6
NBT 340 1 341 367 2 369
NBR 72 15 87 108 48 156
SBL 3 0 3 11 0 11
SBT 464 2 466 409 1 410
SBR 11 0 11 15 0 15
EBL 38 0 38 139 0 139
EBT 59 3 62 89 10 99
EBR 23 0 23 43 0 43
WBL 386 43 429 212 29 241
WBT 115 9 124 71 6 77
WBR 40 0 40 59 0 59
North Leg
Approach 478 2 480 435 1 436
Departure 418 1 419 565 2 567
Total 896 3 899 1,000 3 1,003
South Leg
Approach 439 16 455 481 50 531
Departure 873 45 918 664 30 694
Total 1,312 61 1,373 1,145 80 1,225
East Leg
Approach 541 52 593 342 35 377
Departure 134 18 152 208 58 266
Total 675 70 745 550 93 643
West Leg
Approach 120 3 123 271 10 281
Departure 153 9 162 92 6 98
Total 273 12 285 363 16 379
Total Approaches
Approach 1,578 73 1,651 1,529 96 1,625
Departure 1,578 73 1,651 1,529 96 1,625
Total 3,156 146 3,302 3,058 192 3,250
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
4 Fowler Avenue/SR‐180 Westbound Ramps
NBL 0 0 0 0 0 0
NBT 402 16 418 486 52 538
NBR 751 0 751 356 0 356
SBL 0 0 0 0 0 0
SBT 182 19 201 327 13 340
SBR 676 27 703 302 18 320
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 18 0 18 33 0 33
WBT 0 0 0 0 0 0
WBR 62 0 62 36 0 36
North Leg
Approach 858 46 904 629 31 660
Departure 464 16 480 522 52 574
Total 1,322 62 1,384 1,151 83 1,234
South Leg
Approach 1,153 16 1,169 842 52 894
Departure 200 19 219 360 13 373
Total 1,353 35 1,388 1,202 65 1,267
East Leg
Approach 80 0 80 69 0 69
Departure 751 0 751 356 0 356
Total 831 0 831 425 0 425
West Leg
Approach 0 0 0 0 0 0
Departure 676 27 703 302 18 320
Total 676 27 703 302 18 320
Total Approaches
Approach 2,091 62 2,153 1,540 83 1,623
Departure 2,091 62 2,153 1,540 83 1,623
Total 4,182 124 4,306 3,080 166 3,246
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
5 Fowler Avenue/SR‐180 Eastbound Ramps
NBL 0 0 0 0 0 0
NBT 939 6 945 513 21 534
NBR 34 0 34 22 0 22
SBL 29 0 29 75 0 75
SBT 171 19 190 285 13 298
SBR 0 0 0 0 0 0
EBL 214 9 223 329 31 360
EBT 0 0 0 0 0 0
EBR 339 0 339 727 0 727
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 200 19 219 360 13 373
Departure 1,153 15 1,168 842 52 894
Total 1,353 34 1,387 1,202 65 1,267
South Leg
Approach 973 6 979 535 21 556
Departure 510 19 529 1,012 13 1,025
Total 1,483 25 1,508 1,547 34 1,581
East Leg
Approach 0 0 0 0 0 0
Departure 63 0 63 97 0 97
Total 63 0 63 97 0 97
West Leg
Approach 553 9 562 1,056 31 1,087
Departure 0 0 0 0 0 0
Total 553 9 562 1,056 31 1,087
Total Approaches
Approach 1,726 34 1,760 1,951 65 2,016
Departure 1,726 34 1,760 1,951 65 2,016
Total 3,452 68 3,520 3,902 130 4,032
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
6 Fowler Avenue/Belmont Avenue
NBL 108 0 108 67 0 67
NBT 794 6 800 404 21 425
NBR 120 0 120 86 0 86
SBL 133 0 133 171 0 171
SBT 361 19 380 723 13 736
SBR 22 0 22 49 0 49
EBL 66 0 66 56 0 56
EBT 140 4 144 116 12 128
EBR 47 0 47 71 0 71
WBL 91 0 91 77 0 77
WBT 114 10 124 93 7 100
WBR 113 0 113 75 0 75
North Leg
Approach 516 19 535 943 13 956
Departure 973 6 979 535 21 556
Total 1,489 25 1,514 1,478 34 1,512
South Leg
Approach 1,022 6 1,028 557 21 578
Departure 499 19 518 871 13 884
Total 1,521 25 1,546 1,428 34 1,462
East Leg
Approach 318 10 328 245 7 252
Departure 393 4 397 373 12 385
Total 711 14 725 618 19 637
West Leg
Approach 253 4 257 243 12 255
Departure 244 10 254 209 7 216
Total 497 14 511 452 19 471
Total Approaches
Approach 2,109 39 2,148 1,988 53 2,041
Departure 2,109 39 2,148 1,988 53 2,041
Total 4,218 78 4,296 3,976 106 4,082
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
7 Armstrong Avenue/McKinley Avenue
NBL 0 0 0 0 0 0
NBT 229 13 242 437 42 479
NBR 0 12 12 0 38 38
SBL 0 14 14 0 34 34
SBT 652 37 689 231 25 256
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 1 1 0 2 2
EBR 0 0 0 0 0 0
WBL 0 34 34 0 23 23
WBT 0 2 2 0 1 1
WBR 0 29 29 0 24 24
North Leg
Approach 652 51 703 231 59 290
Departure 229 42 271 437 66 503
Total 881 93 974 668 125 793
South Leg
Approach 229 25 254 437 80 517
Departure 652 71 723 231 48 279
Total 881 96 977 668 128 796
East Leg
Approach 0 65 65 0 48 48
Departure 0 27 27 0 74 74
Total 0 92 92 0 122 122
West Leg
Approach 0 1 1 0 2 2
Departure 0 2 2 0 1 1
Total 0 3 3 0 3 3
Total Approaches
Approach 881 142 1,023 668 189 857
Departure 881 142 1,023 668 189 857
Total 1,762 284 2,046 1,336 378 1,714
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
8 Armstrong Avenue/Floradora Avenue
NBL 3 0 3 1 0 1
NBT 216 24 240 429 79 508
NBR 7 0 7 9 0 9
SBL 0 0 0 3 0 3
SBT 650 70 720 227 47 274
SBR 2 2 4 1 1 2
EBL 3 1 4 3 2 5
EBT 6 0 6 3 0 3
EBR 14 0 14 1 0 1
WBL 48 0 48 3 0 3
WBT 7 0 7 2 0 2
WBR 10 0 10 5 0 5
North Leg
Approach 652 72 724 231 48 279
Departure 229 25 254 437 81 518
Total 881 97 978 668 129 797
South Leg
Approach 226 24 250 439 79 518
Departure 712 70 782 231 47 278
Total 938 94 1,032 670 126 796
East Leg
Approach 65 0 65 10 0 10
Departure 13 0 13 15 0 15
Total 78 0 78 25 0 25
West Leg
Approach 23 1 24 7 2 9
Departure 12 2 14 4 1 5
Total 35 3 38 11 3 14
Total Approaches
Approach 966 97 1,063 687 129 816
Departure 966 97 1,063 687 129 816
Total 1,932 194 2,126 1,374 258 1,632
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
9 Armstrong Avenue/Olive Avenue
NBL 55 0 55 50 0 50
NBT 152 5 157 295 15 310
NBR 194 0 194 142 0 142
SBL 49 0 49 12 0 12
SBT 204 14 218 123 9 132
SBR 459 56 515 96 38 134
EBL 55 19 74 110 63 173
EBT 111 0 111 165 0 165
EBR 12 0 12 10 0 10
WBL 107 0 107 80 0 80
WBT 337 0 337 224 0 224
WBR 19 0 19 34 0 34
North Leg
Approach 712 70 782 231 47 278
Departure 226 24 250 439 78 517
Total 938 94 1,032 670 125 795
South Leg
Approach 401 5 406 487 15 502
Departure 323 14 337 213 9 222
Total 724 19 743 700 24 724
East Leg
Approach 463 0 463 338 0 338
Departure 354 0 354 319 0 319
Total 817 0 817 657 0 657
West Leg
Approach 178 19 197 285 63 348
Departure 851 56 907 370 38 408
Total 1,029 75 1,104 655 101 756
Total Approaches
Approach 1,754 94 1,848 1,341 125 1,466
Departure 1,754 94 1,848 1,341 125 1,466
Total 3,508 188 3,696 2,682 250 2,932
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
10 Temperance Avenue/McKinley Avenue
NBL 0 3 3 0 10 10
NBT 347 0 347 486 0 486
NBR 67 0 67 56 0 56
SBL 72 0 72 95 0 95
SBT 559 0 559 429 0 429
SBR 0 2 2 0 6 6
EBL 0 5 5 0 3 3
EBT 0 2 2 0 1 1
EBR 0 9 9 0 6 6
WBL 72 0 72 62 0 62
WBT 0 1 1 0 2 2
WBR 90 0 90 48 0 48
North Leg
Approach 631 2 633 524 6 530
Departure 437 5 442 534 3 537
Total 1,068 7 1,075 1,058 9 1,067
South Leg
Approach 414 3 417 542 10 552
Departure 631 9 640 491 6 497
Total 1,045 12 1,057 1,033 16 1,049
East Leg
Approach 162 1 163 110 2 112
Departure 139 2 141 151 1 152
Total 301 3 304 261 3 264
West Leg
Approach 0 16 16 0 10 10
Departure 0 6 6 0 18 18
Total 0 22 22 0 28 28
Total Approaches
Approach 1,207 22 1,229 1,176 28 1,204
Departure 1,207 22 1,229 1,176 28 1,204
Total 2,414 44 2,458 2,352 56 2,408
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
11 Temperance Avenue/Floradora Avenue
NBL 2 0 2 0 0 0
NBT 390 3 393 526 10 536
NBR 0 0 0 0 0 0
SBL 0 0 0 1 0 1
SBT 490 9 499 451 6 457
SBR 63 0 63 10 0 10
EBL 12 0 12 8 0 8
EBT 0 0 0 0 0 0
EBR 1 0 1 7 0 7
WBL 1 0 1 1 0 1
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 553 9 562 462 6 468
Departure 402 3 405 534 10 544
Total 955 12 967 996 16 1,012
South Leg
Approach 392 3 395 526 10 536
Departure 492 9 501 459 6 465
Total 884 12 896 985 16 1,001
East Leg
Approach 1 0 1 1 0 1
Departure 0 0 0 1 0 1
Total 1 0 1 2 0 2
West Leg
Approach 13 0 13 15 0 15
Departure 65 0 65 10 0 10
Total 78 0 78 25 0 25
Total Approaches
Approach 959 12 971 1,004 16 1,020
Departure 959 12 971 1,004 16 1,020
Total 1,918 24 1,942 2,008 32 2,040
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
12 Armstrong Avenue/Project Driveway 1
NBL 0 0 0 0 0 0
NBT 229 27 256 437 18 455
NBR 0 15 15 0 48 48
SBL 0 19 19 0 61 61
SBT 652 9 661 231 31 262
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 0 43 43 0 29 29
WBT 0 0 0 0 0 0
WBR 0 54 54 0 36 36
North Leg
Approach 652 28 680 231 92 323
Departure 229 81 310 437 54 491
Total 881 109 990 668 146 814
South Leg
Approach 229 42 271 437 66 503
Departure 652 52 704 231 60 291
Total 881 94 975 668 126 794
East Leg
Approach 0 97 97 0 65 65
Departure 0 34 34 0 109 109
Total 0 131 131 0 174 174
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 881 167 1,048 668 223 891
Departure 881 167 1,048 668 223 891
Total 1,762 334 2,096 446 1,782
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Existing Existing Existing
(2022) Project (2022) (2022) Project (2022)
No Project Trips Plus Project No Project Trips Plus Project Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
13 Project Driveway 2/McKinley Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0
SBL 0 10 10 0 7 7
SBT 0 0 0 0 0 0
SBR 0 63 63 0 42 42
EBL 0 22 22 0 71 71
EBT 0 5 5 0 3 3
EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0
WBT 0 2 2 0 6 6
WBR 0 4 4 0 12 12
North Leg
Approach 0 73 73 0 49 49
Departure 0 26 26 0 83 83
Total 0 99 99 0 132 132
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
East Leg
Approach 0 6 6 0 18 18
Departure 0 15 15 0 10 10
Total 0 21 21 0 28 28
West Leg
Approach 0 27 27 0 74 74
Departure 0 65 65 0 48 48
Total 0 92 92 0 122 122
Total Approaches
Approach 0 106 106 0 141 141
Departure 0 106 106 0 141 141
Total 0 212 212 0 282 282
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/2022TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project 1F o w l e r Avenue/McKinley Avenue
N B L 0 00 0 0 00 0
NBT 464 139 0 603 644 280 0 924
NBR 0 39 1 40 0 8 2 10
SBL 0 99 0 99 0 53 0 53
SBT 559 255 0 814 509 199 0 708
S B R 0 00 0 0 00 0
E B L 0 00 0 0 00 0
E B T 0 00 0 0 00 0
E B R 0 00 0 0 00 0
WBL 0 30 2 32 0 12 1 13
W B T 0 00 0 0 00 0
WBR 0 98 0 98 0 35 0 35
North Leg
Approach 559 354 0 913 509 252 0 761
Departure 464 237 0 701 644 315 0 959
Total 1,023 591 0 1,614 1,153 567 0 1,720
South Leg
Approach 464 178 1 643 644 288 2 934
Departure 559 285 2 846 509 211 1 721
Total 1,023 463 3 1,489 1,153 499 3 1,655
East Leg
Approach 0 128 2 130 0 47 1 48
Departure 0 138 1 139 0 61 2 63
Total 0 266 3 269 0 108 3 111
West Leg
Approach 00 0 0 00 0 0
Departure 0 0 0 0 0 0 0 0
T o t a l 0 00 0 0 00 0
Total Approaches
Approach 1,023 660 3 1,686 1,153 587 3 1,743
Departure 1,023 660 3 1,686 1,153 587 3 1,743
Total 2,046 1,320 6 3,372 2,306 1,174 6 3,486
AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
2F o w l e r Avenue/Floradora Avenue
N B L 0 00 0 0 00 0
NBT 423 148 1 572 599 233 2 834
NBR 1 102 0 103 1 84 0 85
SBL 73 58 0 131 61 41 0 102
SBT 486 227 2 715 448 170 1 619
S B R 0 00 0 0 00 0
E B L 0 00 0 0 00 0
E B T 0 00 0 0 00 0
E B R 0 00 0 0 00 0
WBL 2 68 0 70 3 101 0 104
W B T 0 00 0 0 00 0
WBR 41 30 0 71 45 55 0 100
North Leg
Approach 559 285 2 846 509 211 1 721
Departure 464 178 1 643 644 288 2 934
Total 1,023 463 3 1,489 1,153 499 3 1,655
South Leg
Approach 424 250 1 675 600 317 2 919
Departure 488 295 2 785 451 271 1 723
Total 912 545 3 1,460 1,051 588 3 1,642
East Leg
Approach 43 98 0 141 48 156 0 204
Departure 74 160 0 234 62 125 0 187
Total 117 258 0 375 110 281 0 391
West Leg
Approach 00 0 0 00 0 0
Departure 0 0 0 0 0 0 0 0
T o t a l 0 00 0 0 00 0
Total Approaches
Approach 1,026 633 3 1,662 1,157 684 3 1,844
Departure 1,026 633 3 1,662 1,157 684 3 1,844
Total 2,052 1,266 6 3,324 2,314 1,368 6 3,688
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
3F o w l e r Avenue/Olive Avenue
NBL 27 0 0 27 6 0 0 6
NBT 340 233 1 574 367 283 2 652
NBR 72 68 15 155 108 29 48 185
SBL 3 33 0 36 11 19 0 30
SBT 464 262 2 728 409 251 1 661
S B R 1 10 0 1 1 1 50 0 1 5
EBL 38 0 0 38 139 0 0 139
EBT 59 6 3 68 89 25 10 124
E B R 2 30 0 2 3 4 30 0 4 3
WBL 386 68 43 497 212 31 29 272
WBT 115 20 9 144 71 9 6 86
WBR 40 17 0 57 59 34 0 93
North Leg
Approach 478 295 2 775 435 270 1 706
Departure 418 250 1 669 565 317 2 884
Total 896 545 3 1,444 1,000 587 3 1,590
South Leg
Approach 439 301 16 756 481 312 50 843
Departure 873 330 45 1,248 664 282 30 976
Total 1,312 631 61 2,004 1,145 594 80 1,819
East Leg
Approach 541 105 52 698 342 74 35 451
Departure 134 107 18 259 208 73 58 339
Total 675 212 70 957 550 147 93 790
West Leg
Approach 120 6 3 129 271 25 10 306
Departure 153 20 9 182 92 9 6 107
Total 273 26 12 311 363 34 16 413
Total Approaches
Approach 1,578 707 73 2,358 1,529 681 96 2,306
Departure 1,578 707 73 2,358 1,529 681 96 2,306
Total 3,156 1,414 146 4,716 3,058 1,362 192 4,612
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
4F o w l e r Avenue/SR‐180 Westbound Ramps
N B L 0 00 0 0 00 0
NBT 402 247 16 665 486 238 52 776
NBR 751 105 0 856 356 113 0 469
S B L 0 00 0 0 00 0
SBT 182 178 19 379 327 194 13 534
SBR 676 121 27 824 302 77 18 397
E B L 0 00 0 0 00 0
E B T 0 00 0 0 00 0
E B R 0 00 0 0 00 0
WBL 18 91 0 109 33 93 0 126
W B T 0 00 0 0 00 0
WBR 62 53 0 115 36 72 0 108
North Leg
Approach 858 299 46 1,203 629 271 31 931
Departure 464 300 16 780 522 310 52 884
Total 1,322 599 62 1,983 1,151 581 83 1,815
South Leg
Approach 1,153 352 16 1,521 842 351 52 1,245
Departure 200 269 19 488 360 287 13 660
Total 1,353 621 35 2,009 1,202 638 65 1,905
East Leg
Approach 80 144 0 224 69 165 0 234
Departure 751 105 0 856 356 113 0 469
Total 831 249 0 1,080 425 278 0 703
West Leg
A p p r o a c h 00 0 0 00 0 0
Departure 676 121 27 824 302 77 18 397
Total 676 121 27 824 302 77 18 397
Total Approaches
Approach 2,091 795 62 2,948 1,540 787 83 2,410
Departure 2,091 795 62 2,948 1,540 787 83 2,410
Total 4,182 1,590 124 5,896 3,080 1,574 166 4,820
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
5F o w l e r Avenue/SR‐180 Eastbound Ramps
N B L 0 00 0 0 00 0
NBT 939 226 6 1,171 513 232 21 766
NBR 34 99 0 133 22 107 0 129
SBL 29 76 0 105 75 53 0 128
SBT 171 221 19 411 285 241 13 539
S B R 0 00 0 0 00 0
EBL 214 92 9 315 329 93 31 453
E B T 0 00 0 0 00 0
EBR 339 99 0 438 727 99 0 826
W B L 0 00 0 0 00 0
W B T 0 00 0 0 00 0
W B R 0 00 0 0 00 0
North Leg
Approach 200 297 19 516 360 294 13 667
Departure 1,153 318 15 1,486 842 325 52 1,219
Total 1,353 615 34 2,002 1,202 619 65 1,886
South Leg
Approach 973 325 6 1,304 535 339 21 895
Departure 510 320 19 849 1,012 340 13 1,365
Total 1,483 645 25 2,153 1,547 679 34 2,260
East Leg
A p p r o a c h 00 0 0 00 0 0
Departure 63 175 0 238 97 160 0 257
Total 63 175 0 238 97 160 0 257
West Leg
Approach 553 191 9 753 1,056 192 31 1,279
Departure 0 0 0 0 0 0 0 0
Total 553 191 9 753 1,056 192 31 1,279
Total Approaches
Approach 1,726 813 34 2,573 1,951 825 65 2,841
Departure 1,726 813 34 2,573 1,951 825 65 2,841
Total 3,452 1,626 68 5,146 3,902 1,650 130 5,682
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
6F o w l e r Avenue/Belmont Avenue
NBL 108 15 0 123 67 17 0 84
NBT 794 133 6 933 404 144 21 569
NBR 120 59 0 179 86 54 0 140
SBL 133 193 0 326 171 154 0 325
SBT 361 86 19 466 723 115 13 851
SBR 22 30 0 52 49 31 0 80
EBL 66 48 0 114 56 40 0 96
EBT 140 92 4 236 116 74 12 202
E B R 4 72 0 4 9 7 12 0 7 3
WBL 91 46 0 137 77 67 0 144
WBT 114 53 10 177 93 73 7 173
WBR 113 139 0 252 75 152 0 227
North Leg
Approach 516 309 19 844 943 300 13 1,256
Departure 973 320 6 1,299 535 336 21 892
Total 1,489 629 25 2,143 1,478 636 34 2,148
South Leg
Approach 1,022 207 6 1,235 557 215 21 793
Departure 499 134 19 652 871 184 13 1,068
Total 1,521 341 25 1,887 1,428 399 34 1,861
East Leg
Approach 318 238 10 566 245 292 7 544
Departure 393 344 4 741 373 282 12 667
Total 711 582 14 1,307 618 574 19 1,211
West Leg
Approach 253 142 4 399 243 116 12 371
Departure 244 98 10 352 209 121 7 337
Total 497 240 14 751 452 237 19 708
Total Approaches
Approach 2,109 896 39 3,044 1,988 923 53 2,964
Departure 2,109 896 39 3,044 1,988 923 53 2,964
Total 4,218 1,792 78 6,088 3,976 1,846 106 5,928
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
7 Armstrong Avenue/McKinley Avenue
NBL 0 28 0 28 0 13 0 13
NBT 229 74 13 316 437 100 42 579
NBR 0 19 12 31 0 5 38 43
SBL 0 39 14 53 0 18 34 52
SBT 652 79 37 768 231 82 25 338
S B R 0 00 0 0 00 0
E B L 0 00 0 0 00 0
EBT 0 129 1 130 0 31 2 33
EBR 0 9 0 9 0 30 0 30
WBL 0 15 34 49 0 6 23 29
WBT 0 100 2 102 0 34 1 35
WBR 0 33 29 62 0 16 24 40
North Leg
Approach 652 118 51 821 231 100 59 390
Departure 229 107 42 378 437 116 66 619
Total 881 225 93 1,199 668 216 125 1,009
South Leg
Approach 229 121 25 375 437 118 80 635
Departure 652 103 71 826 231 118 48 397
Total 881 224 96 1,201 668 236 128 1,032
East Leg
Approach 0 148 65 213 0 56 48 104
Departure 0 187 27 214 0 54 74 128
Total 0 335 92 427 0 110 122 232
West Leg
Approach 0 138 1 139 0 61 2 63
Departure 0 128 2 130 0 47 1 48
Total 0 266 3 269 0 108 3 111
Total Approaches
Approach 881 525 142 1,548 668 335 189 1,192
Departure 881 525 142 1,548 668 335 189 1,192
Total 1,762 1,050 284 3,096 1,336 670 378 2,384
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
8 Armstrong Avenue/Floradora Avenue
N B L 3 20 5 1 70 8
NBT 216 40 24 280 429 103 79 611
NBR 7 14 0 21 9 24 0 33
S B L 0 30 3 3 90 1 2
SBT 650 94 70 814 227 67 47 341
SBR 2 39 2 43 1 28 1 30
EBL 3 22 1 26 3 37 2 42
E B T 6 20 8 3 30 6
EBR 14 6 0 20 1 4 0 5
WBL 48 15 0 63 3 14 0 17
W B T 7 10 8 2 20 4
WBR 10 8 0 18 5 7 0 12
North Leg
Approach 652 136 72 860 231 104 48 383
Departure 229 70 25 324 437 147 81 665
Total 881 206 97 1,184 668 251 129 1,048
South Leg
Approach 226 56 24 306 439 134 79 652
Departure 712 115 70 897 231 85 47 363
Total 938 171 94 1,203 670 219 126 1,015
East Leg
Approach 65 24 0 89 10 23 0 33
Departure 13 19 0 32 15 36 0 51
Total 78 43 0 121 25 59 0 84
West Leg
Approach 23 30 1 54 7 44 2 53
Departure 12 42 2 56 4 37 1 42
Total 35 72 3 110 11 81 3 95
Total Approaches
Approach 966 246 97 1,309 687 305 129 1,121
Departure 966 246 97 1,309 687 305 129 1,121
Total 1,932 492 194 2,618 1,374 610 258 2,242
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
9 Armstrong Avenue/Olive Avenue
NBL 55 17 0 72 50 34 0 84
NBT 152 46 5 203 295 92 15 402
NBR 194 0 0 194 142 0 0 142
S B L 4 91 0 5 0 1 20 0 1 2
SBT 204 76 14 294 123 62 9 194
SBR 459 39 56 554 96 21 38 155
EBL 55 9 19 83 110 39 63 212
EBT 111 66 0 177 165 17 0 182
EBR 12 33 0 45 10 19 0 29
WBL 107 0 0 107 80 0 0 80
WBT 337 54 0 391 224 19 0 243
W B R 1 90 0 1 9 3 42 0 3 6
North Leg
Approach 712 116 70 898 231 83 47 361
Departure 226 55 24 305 439 133 78 650
Total 938 171 94 1,203 670 216 125 1,011
South Leg
Approach 401 63 5 469 487 126 15 628
Departure 323 109 14 446 213 81 9 303
Total 724 172 19 915 700 207 24 931
East Leg
Approach 463 54 0 517 338 21 0 359
Departure 354 67 0 421 319 17 0 336
Total 817 121 0 938 657 38 0 695
West Leg
Approach 178 108 19 305 285 75 63 423
Departure 851 110 56 1,017 370 74 38 482
Total 1,029 218 75 1,322 655 149 101 905
Total Approaches
Approach 1,754 341 94 2,189 1,341 305 125 1,771
Departure 1,754 341 94 2,189 1,341 305 125 1,771
Total 3,508 682 188 4,378 2,682 610 250 3,542
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
10 Temperance Avenue/McKinley Avenue
NBL 0 4 3 7 0 14 10 24
NBT 347 14 0 361 486 22 0 508
NBR 67 275 0 342 56 51 0 107
SBL 72 32 0 104 95 8 0 103
SBT 559 17 0 576 429 19 0 448
SBR 0 4 2 6 0 11 6 17
EBL 0 9 5 14 0 8 3 11
EBT 0 183 2 185 0 37 1 38
EBR 0 13 9 22 0 8 6 14
WBL 72 135 0 207 62 51 0 113
WBT 0 139 1 140 0 50 2 52
WBR 90 14 0 104 48 5 0 53
North Leg
Approach 631 53 2 686 524 38 6 568
Departure 437 37 5 479 534 35 3 572
Total 1,068 90 7 1,165 1,058 73 9 1,140
South Leg
Approach 414 293 3 710 542 87 10 639
Departure 631 165 9 805 491 78 6 575
Total 1,045 458 12 1,515 1,033 165 16 1,214
East Leg
Approach 162 288 1 451 110 106 2 218
Departure 139 490 2 631 151 96 1 248
Total 301 778 3 1,082 261 202 3 466
West Leg
Approach 0 205 16 221 0 53 10 63
Departure 0 147 6 153 0 75 18 93
Total 0 352 22 374 0 128 28 156
Total Approaches
Approach 1,207 839 22 2,068 1,176 284 28 1,488
Departure 1,207 839 22 2,068 1,176 284 28 1,488
Total 2,414 1,678 44 4,136 2,352 568 56 2,976
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
11 Temperance Avenue/Floradora Avenue
N B L 2 20 4 0 30 3
NBT 390 285 3 678 526 81 10 617
N B R 0 00 0 0 00 0
S B L 0 00 0 1 00 1
SBT 490 147 9 646 451 63 6 520
SBR 63 4 0 67 10 11 0 21
EBL 12 9 0 21 8 7 0 15
E B T 0 00 0 0 00 0
E B R 1 50 6 7 30 1 0
W B L 1 00 1 1 00 1
W B T 0 00 0 0 00 0
W B R 0 00 0 0 00 0
North Leg
Approach 553 151 9 713 462 74 6 542
Departure 402 294 3 699 534 88 10 632
Total 955 445 12 1,412 996 162 16 1,174
South Leg
Approach 392 287 3 682 526 84 10 620
Departure 492 152 9 653 459 66 6 531
Total 884 439 12 1,335 985 150 16 1,151
East Leg
Approach 10 0 1 10 0 1
Departure 0 0 0 0 1 0 0 1
T o t a l 1 00 1 2 00 2
West Leg
Approach 13 14 0 27 15 10 0 25
Departure 65 6 0 71 10 14 0 24
Total 78 20 0 98 25 24 0 49
Total Approaches
Approach 959 452 12 1,423 1,004 168 16 1,188
Departure 959 452 12 1,423 1,004 168 16 1,188
Total 1,918 904 24 2,846 2,008 336 32 2,376
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
12 Armstrong Avenue/Project Driveway 1
N B L 0 00 0 0 00 0
NBT 229 80 27 336 437 106 18 561
N B R 00 1 51 5 00 4 84 8
S B L 00 1 91 9 00 6 16 1
SBT 652 82 9 743 231 93 31 355
S B R 0 00 0 0 00 0
E B L 0 00 0 0 00 0
E B T 0 00 0 0 00 0
E B R 0 00 0 0 00 0
W B L 00 4 34 3 00 2 92 9
W B T 0 00 0 0 00 0
W B R 00 5 45 4 00 3 63 6
North Leg
Approach 652 82 28 762 231 93 92 416
Departure 229 80 81 390 437 106 54 597
Total 881 162 109 1,152 668 199 146 1,013
South Leg
Approach 229 80 42 351 437 106 66 609
Departure 652 82 52 786 231 93 60 384
Total 881 162 94 1,137 668 199 126 993
East Leg
Approach 0 0 97 97 0 0 65 65
Departure 0 0 34 34 0 0 109 109
Total 0 0 131 131 0 0 174 174
West Leg
A p p r o a c h 00 0 0 00 0 0
Departure 0 0 0 0 0 0 0 0
T o t a l 0 00 0 0 00 0
Total Approaches
Approach 881 162 167 1,210 668 199 223 1,090
Departure 881 162 167 1,210 668 199 223 1,090
Total 1,762 324 334 2,420 1,336 398 446 2,180
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Existing Cumulative Near‐Term Existing Cumulative Near‐Term (2022) Project Project Plus (2022) Project Project Plus No Project Trips Trips Project No Project Trips Trips Project AM Peak Hour PM Peak Hour
Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary
13 Project Driveway 2/McKinley Avenue
N B L 0 00 0 0 00 0
N B T 0 00 0 0 00 0
N B R 0 00 0 0 00 0
SBL 0 0 10 10 0 0 7 7
S B T 0 00 0 0 00 0
S B R 00 6 36 3 00 4 24 2
E B L 00 2 22 2 00 7 17 1
EBT 0 186 5 191 0 52 3 55
E B R 0 00 0 0 00 0
W B L 0 00 0 0 00 0
WBT 0 148 2 150 0 56 6 62
WBR 0 0 4 4 0 0 12 12
North Leg
Approach 0 0 73 73 0 0 49 49
Departure 0 0 26 26 0 0 83 83
Total 0 0 99 99 0 0 132 132
South Leg
A p p r o a c h 00 0 0 00 0 0
Departure 0 0 0 0 0 0 0 0
T o t a l 0 00 0 0 00 0
East Leg
Approach 0 148 6 154 0 56 18 74
Departure 0 186 15 201 0 52 10 62
Total 0 334 21 355 0 108 28 136
West Leg
Approach 0 186 27 213 0 52 74 126
Departure 0 148 65 213 0 56 48 104
Total 0 334 92 426 0 108 122 230
Total Approaches
Approach 0 334 106 440 0 108 141 249
Departure 0 334 106 440 0 108 141 249
Total 0 668 212 880 0 216 282 498
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Near‐Term TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project 1 Fowler Avenue/McKinley Avenue
NBL 273 0 273 318 0 318
NBT 633 0 633 970 0 970
NBR 47 1 48 158 2 160
SBL 104 0 104 56 0 56
SBT 826 0 826 743 0 743
SBR 26 0 26 68 0 68
EBL 49 0 49 112 0 112
EBT 31 0 31 50 0 50
EBR 144 0 144 307 0 307
WBL 362 2 364 76 1 77
WBT 141 0 141 73 0 73
WBR 103 0 103 37 0 37
North Leg
Approach 956 0 956 867 0 867
Departure 785 0 785 1,119 0 1,119
Total 1,741 0 1,741 1,986 0 1,986
South Leg
Approach 953 1 954 1,446 2 1,448
Departure 1,332 2 1,334 1,126 1 1,127
Total 2,285 3 2,288 2,572 3 2,575
East Leg
Approach 606 2 608 186 1 187
Departure 182 1 183 264 2 266
Total 788 3 791 450 3 453
West Leg
Approach 224 0 224 469 0 469
Departure 440 0 440 459 0 459
Total 664 0 664 928 0 928
Total Approaches
Approach 2,739 3 2,742 2,968 3 2,971
Departure 2,739 3 2,742 2,968 3 2,971
Total 5,478 6 5,484 5,936 6 5,942
AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
2 Fowler Avenue/Floradora Avenue
NBL 0 0 0 0 0 0
NBT 600 1 601 874 2 876
NBR 108 0 108 89 0 89
SBL 138 0 138 107 0 107
SBT 749 2 751 649 1 650
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 74 0 74 109 0 109
WBT 0 0 0 0 0 0
WBR 75 0 75 105 0 105
North Leg
Approach 887 2 889 756 1 757
Departure 675 1 676 979 2 981
Total 1,562 3 1,565 1,735 3 1,738
South Leg
Approach 708 1 709 963 2 965
Departure 823 2 825 758 1 759
Total 1,531 3 1,534 1,721 3 1,724
East Leg
Approach 149 0 149 214 0 214
Departure 246 0 246 196 0 196
Total 395 0 395 410 0 410
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 1,744 3 1,747 1,933 3 1,936
Departure 1,744 3 1,747 1,933 3 1,936
Total 3,488 6 3,494 3,866 6 3,872
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
3 Fowler Avenue/Olive Avenue
NBL 33 0 33 6 0 6
NBT 602 1 603 683 2 685
NBR 147 15 162 363 48 411
SBL 38 0 38 32 0 32
SBT 762 2 764 693 1 694
SBR 48 0 48 16 0 16
EBL 39 0 39 166 0 166
EBT 98 3 101 332 10 342
EBR 24 0 24 46 0 46
WBL 477 43 520 339 29 368
WBT 314 9 323 121 6 127
WBR 78 0 78 105 0 105
North Leg
Approach 848 2 850 741 1 742
Departure 719 1 720 954 2 956
Total 1,567 3 1,570 1,695 3 1,698
South Leg
Approach 782 16 798 1,052 50 1,102
Departure 1,263 45 1,308 1,078 30 1,108
Total 2,045 61 2,106 2,130 80 2,210
East Leg
Approach 869 52 921 565 35 600
Departure 283 18 301 727 58 785
Total 1,152 70 1,222 1,292 93 1,385
West Leg
Approach 161 3 164 544 10 554
Departure 395 9 404 143 6 149
Total 556 12 568 687 16 703
Total Approaches
Approach 2,660 73 2,733 2,902 96 2,998
Departure 2,660 73 2,733 2,902 96 2,998
Total 5,320 146 5,466 5,804 192 5,996
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
4 Fowler Avenue/SR‐180 Westbound Ramps
NBL 0 0 0 0 0 0
NBT 665 16 681 815 52 867
NBR 879 0 879 486 0 486
SBL 0 0 0 0 0 0
SBT 401 19 420 553 13 566
SBR 837 27 864 447 18 465
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 121 0 121 133 0 133
WBT 0 0 0 0 0 0
WBR 121 0 121 113 0 113
North Leg
Approach 1,238 46 1,284 1,000 31 1,031
Departure 786 16 802 928 52 980
Total 2,024 62 2,086 1,928 83 2,011
South Leg
Approach 1,544 16 1,560 1,301 52 1,353
Departure 522 19 541 686 13 699
Total 2,066 35 2,101 1,987 65 2,052
East Leg
Approach 242 0 242 246 0 246
Departure 879 0 879 486 0 486
Total 1,121 0 1,121 732 0 732
West Leg
Approach 0 0 0 0 0 0
Departure 837 27 864 447 18 465
Total 837 27 864 447 18 465
Total Approaches
Approach 3,024 62 3,086 2,547 83 2,630
Departure 3,024 62 3,086 2,547 83 2,630
Total 6,048 124 6,172 5,094 166 5,260
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
5 Fowler Avenue/SR‐180 Eastbound Ramps
NBL 0 0 0 0 0 0
NBT 1,223 6 1,229 858 21 879
NBR 140 0 140 135 0 135
SBL 110 0 110 134 0 134
SBT 412 19 431 552 13 565
SBR 0 0 0 0 0 0
EBL 321 9 330 443 31 474
EBT 0 0 0 0 0 0
EBR 487 0 487 867 0 867
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 522 19 541 686 13 699
Departure 1,544 15 1,559 1,301 52 1,353
Total 2,066 34 2,100 1,987 65 2,052
South Leg
Approach 1,363 6 1,369 993 21 1,014
Departure 899 19 918 1,419 13 1,432
Total 2,262 25 2,287 2,412 34 2,446
East Leg
Approach 0 0 0 0 0 0
Departure 250 0 250 269 0 269
Total 250 0 250 269 0 269
West Leg
Approach 808 9 817 1,310 31 1,341
Departure 0 0 0 0 0 0
Total 808 9 817 1,310 31 1,341
Total Approaches
Approach 2,693 34 2,727 2,989 65 3,054
Departure 2,693 34 2,727 2,989 65 3,054
Total 5,386 68 5,454 5,978 130 6,108
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
6 Fowler Avenue/Belmont Avenue
NBL 155 0 155 88 0 88
NBT 977 6 983 540 21 561
NBR 188 0 188 147 0 147
SBL 342 0 342 341 0 341
SBT 469 19 488 880 13 893
SBR 55 0 55 88 0 88
EBL 120 0 120 230 0 230
EBT 244 4 248 200 12 212
EBR 53 0 53 106 0 106
WBL 144 0 144 151 0 151
WBT 258 10 268 174 7 181
WBR 266 0 266 223 0 223
North Leg
Approach 866 19 885 1,309 13 1,322
Departure 1,363 6 1,369 993 21 1,014
Total 2,229 25 2,254 2,302 34 2,336
South Leg
Approach 1,320 6 1,326 775 21 796
Departure 666 19 685 1,137 13 1,150
Total 1,986 25 2,011 1,912 34 1,946
East Leg
Approach 668 10 678 548 7 555
Departure 774 4 778 688 12 700
Total 1,442 14 1,456 1,236 19 1,255
West Leg
Approach 417 4 421 536 12 548
Departure 468 10 478 350 7 357
Total 885 14 899 886 19 905
Total Approaches
Approach 3,271 39 3,310 3,168 53 3,221
Departure 3,271 39 3,310 3,168 53 3,221
Total 6,542 78 6,620 6,336 106 6,442
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
7 Armstrong Avenue/McKinley Avenue
NBL 29 0 29 14 0 14
NBT 318 13 331 563 42 605
NBR 20 12 32 167 38 205
SBL 41 14 55 25 34 59
SBT 767 37 804 329 25 354
SBR 112 0 112 51 0 51
EBL 26 0 26 76 0 76
EBT 135 1 136 73 2 75
EBR 9 0 9 32 0 32
WBL 117 34 151 27 23 50
WBT 294 2 296 61 1 62
WBR 35 29 64 23 24 47
North Leg
Approach 920 51 971 405 59 464
Departure 379 42 421 662 66 728
Total 1,299 93 1,392 1,067 125 1,192
South Leg
Approach 367 25 392 744 80 824
Departure 893 71 964 388 48 436
Total 1,260 96 1,356 1,132 128 1,260
East Leg
Approach 446 65 511 111 48 159
Departure 196 27 223 265 74 339
Total 642 92 734 376 122 498
West Leg
Approach 170 1 171 181 2 183
Departure 435 2 437 126 1 127
Total 605 3 608 307 3 310
Total Approaches
Approach 1,903 142 2,045 1,441 189 1,630
Departure 1,903 142 2,045 1,441 189 1,630
Total 3,806 284 4,090 2,882 378 3,260
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
8 Armstrong Avenue/Floradora Avenue
NBL 5 0 5 8 0 8
NBT 269 24 293 561 79 640
NBR 22 0 22 74 0 74
SBL 3 0 3 13 0 13
SBT 835 70 905 357 47 404
SBR 43 2 45 30 1 31
EBL 26 1 27 42 2 44
EBT 8 0 8 6 0 6
EBR 21 0 21 5 0 5
WBL 107 0 107 23 0 23
WBT 8 0 8 4 0 4
WBR 19 0 19 13 0 13
North Leg
Approach 881 72 953 400 48 448
Departure 314 25 339 616 81 697
Total 1,195 97 1,292 1,016 129 1,145
South Leg
Approach 296 24 320 643 79 722
Departure 963 70 1,033 385 47 432
Total 1,259 94 1,353 1,028 126 1,154
East Leg
Approach 134 0 134 40 0 40
Departure 33 0 33 93 0 93
Total 167 0 167 133 0 133
West Leg
Approach 55 1 56 53 2 55
Departure 56 2 58 42 1 43
Total 111 3 114 95 3 98
Total Approaches
Approach 1,366 97 1,463 1,136 129 1,265
Departure 1,366 97 1,463 1,136 129 1,265
Total 2,732 194 2,926 2,272 258 2,530
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
9 Armstrong Avenue/Olive Avenue
NBL 76 0 76 88 0 88
NBT 208 5 213 406 15 421
NBR 244 0 244 167 0 167
SBL 67 0 67 20 0 20
SBT 284 14 298 194 9 203
SBR 576 56 632 163 38 201
EBL 67 19 86 289 63 352
EBT 186 0 186 501 0 501
EBR 47 0 47 30 0 30
WBL 131 0 131 106 0 106
WBT 411 0 411 355 0 355
WBR 23 0 23 46 0 46
North Leg
Approach 927 70 997 377 47 424
Departure 298 24 322 741 78 819
Total 1,225 94 1,319 1,118 125 1,243
South Leg
Approach 528 5 533 661 15 676
Departure 462 14 476 330 9 339
Total 990 19 1,009 991 24 1,015
East Leg
Approach 565 0 565 507 0 507
Departure 497 0 497 688 0 688
Total 1,062 0 1,062 1,195 0 1,195
West Leg
Approach 300 19 319 820 63 883
Departure 1,063 56 1,119 606 38 644
Total 1,363 75 1,438 1,426 101 1,527
Total Approaches
Approach 2,320 94 2,414 2,365 125 2,490
Departure 2,320 94 2,414 2,365 125 2,490
Total 4,640 188 4,828 4,730 250 4,980
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
10 Temperance Avenue/McKinley Avenue
NBL 102 3 105 49 10 59
NBT 472 0 472 1,505 0 1,505
NBR 359 0 359 112 0 112
SBL 109 0 109 108 0 108
SBT 1,350 0 1,350 889 0 889
SBR 169 2 171 35 6 41
EBL 40 5 45 120 3 123
EBT 192 2 194 39 1 40
EBR 14 9 23 68 6 74
WBL 217 0 217 119 0 119
WBT 146 1 147 53 2 55
WBR 109 0 109 56 0 56
North Leg
Approach 1,628 2 1,630 1,032 6 1,038
Departure 621 5 626 1,681 3 1,684
Total 2,249 7 2,256 2,713 9 2,722
South Leg
Approach 933 3 936 1,666 10 1,676
Departure 1,581 9 1,590 1,076 6 1,082
Total 2,514 12 2,526 2,742 16 2,758
East Leg
Approach 472 1 473 228 2 230
Departure 660 2 662 259 1 260
Total 1,132 3 1,135 487 3 490
West Leg
Approach 246 16 262 227 10 237
Departure 417 6 423 137 18 155
Total 663 22 685 364 28 392
Total Approaches
Approach 3,279 22 3,301 3,153 28 3,181
Departure 3,279 22 3,301 3,153 28 3,181
Total 6,558 44 6,602 6,306 56 6,362
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
11 Temperance Avenue/Floradora Avenue
NBL 4 0 4 3 0 3
NBT 709 3 712 1,091 10 1,101
NBR 0 0 0 0 0 0
SBL 0 0 0 1 0 1
SBT 951 9 960 779 6 785
SBR 70 0 70 24 0 24
EBL 23 0 23 16 0 16
EBT 0 0 0 0 0 0
EBR 6 0 6 12 0 12
WBL 1 0 1 1 0 1
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 1,021 9 1,030 804 6 810
Departure 732 3 735 1,107 10 1,117
Total 1,753 12 1,765 1,911 16 1,927
South Leg
Approach 713 3 716 1,094 10 1,104
Departure 958 9 967 792 6 798
Total 1,671 12 1,683 1,886 16 1,902
East Leg
Approach 1 0 1 1 0 1
Departure 0 0 0 1 0 1
Total 1 0 1 2 0 2
West Leg
Approach 29 0 29 28 0 28
Departure 74 0 74 27 0 27
Total 103 0 103 55 0 55
Total Approaches
Approach 1,764 12 1,776 1,927 16 1,943
Departure 1,764 12 1,776 1,927 16 1,943
Total 3,528 24 3,552 3,854 32 3,886
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
12 Armstrong Avenue/Project Driveway 1
NBL 0 0 0 0 0 0
NBT 325 27 352 570 18 588
NBR 0 15 15 0 48 48
SBL 0 19 19 0 61 61
SBT 772 9 781 341 31 372
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 0 43 43 0 29 29
WBT 0 0 0 0 0 0
WBR 0 54 54 0 36 36
North Leg
Approach 772 28 800 341 92 433
Departure 325 81 406 570 54 624
Total 1,097 109 1,206 911 146 1,057
South Leg
Approach 325 42 367 570 66 636
Departure 772 52 824 341 60 401
Total 1,097 94 1,191 911 126 1,037
East Leg
Approach 0 97 97 0 65 65
Departure 0 34 34 0 109 109
Total 0 131 131 0 174 174
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 1,097 167 1,264 911 223 1,134
Departure 1,097 167 1,264 911 223 1,134
Total 2,194 334 2,528 1,822 446 2,268
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023) Cumulative Cumulative Cumulative Cumulative
(2046) Project (2046) (2046) Project (2046)
No Project Trips Plus Project No Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
13 Project Driveway 2/McKinley Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0
SBL 0 10 10 0 7 7
SBT 0 0 0 0 0 0
SBR 0 63 63 0 42 42
EBL 0 22 22 0 71 71
EBT 195 5 200 55 3 58
EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0
WBT 155 2 157 59 6 65
WBR 0 4 4 0 12 12
North Leg
Approach 0 73 73 0 49 49
Departure 0 26 26 0 83 83
Total 0 99 99 0 132 132
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
East Leg
Approach 155 6 161 59 18 77
Departure 195 15 210 55 10 65
Total 350 21 371 114 28 142
West Leg
Approach 195 27 222 55 74 129
Departure 155 65 220 59 48 107
Total 350 92 442 114 122 236
Total Approaches
Approach 350 106 456 114 141 255
Departure 350 106 456 114 141 255
Total 700 212 912 228 282 510
P:\HAA2103‐TM6360\PRODUCTS\Traffic\model.xlsx/Cumul 2046 TM (3/31/2023)

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX E

LEVEL OF SERVICE WORKSHEETS

HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 41 423 1 73 486
Future Vol, veh/h 2 41 423 1 73 486
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 62233
Mvmt Flow 2 42 432 1 74 496

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1077 433 0 0 433 0
Stage 1 433 -----
Stage 2 644 -----
Critical Hdwy 6.46 6.26 - - 4.13 -
Critical Hdwy Stg 1 5.46 -----
Critical Hdwy Stg 2 5.46 -----
Follow-up Hdwy 3.554 3.354 - - 2.227 -
Pot Cap-1 Maneuver 238 614 - - 1121 -
Stage 1 646 -----
Stage 2 515 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 216 614 - - 1121 -
Mov Cap-2 Maneuver 216 -----
Stage 1 646 -----
Stage 2 468 -----

Approach WB NB SB
HCM Control Delay, s 11.9 0 1.1

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 566 1121 -
HCM Lane V/C Ratio - - 0.078 0.066 -
HCM Control Delay (s) - - 11.9 8.4 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0.2 -
HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Intersection
Intersection Delay, s/veh 59.2
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 38 59 23 386 115 40 27 340 72 3 464 11 Future Vol, veh/h 38 59 23 386 115 40 27 340 72 3 464 11 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles, % 222222333444
Mvmt Flow 38 60 23 390 116 40 27 343 73 3 469 11
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 14.9 48.3 58.3 83.5

HCM LOS B E F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 6% 100% 0% 100% 0% 1%
Vol Thru, % 77% 0% 72% 0% 74% 97%
Vol Right, % 16% 0% 28% 0% 26% 2%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 439 38 82 386 155 478
LT Vol 27 38 0 386 0 3
Through Vol 340 0 59 0 115 464
RT Vol 72 0 23 0 40 11
Lane Flow Rate 443 38 83 390 157 483
Geometry Grp 277772
Degree of Util (X) 0.948 0.107 0.217 0.941 0.352 1.049
Departure Headway (Hd) 7.875 10.437 9.702 8.982 8.273 7.821 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 466 345 372 405 437 468
Service Time 5.875 8.137 7.402 6.682 5.973 5.798
HCM Lane V/C Ratio 0.951 0.11 0.223 0.963 0.359 1.032
HCM Control Delay 58.3 14.4 15.1 61.5 15.4 83.5
HCM Lane LOS F B C F C F
HCM 95th-tile Q 11.3 0.4 0.8 10.5 1.6 15
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 18 0 62 0 402 751 0 182 676 Future Volume (veh/h) 0 0 0 18 0 62 0 402 751 0 182 676 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1870 1870 0 1856 1856 Adj Flow Rate, veh/h 20 0 67 0 437 0 0 198 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 404022033
Cap, veh/h 179 0 159 0 2433 0 2414
Arrive On Green 0.10 0.00 0.10 0.00 0.68 0.00 0.00 0.68 0.00 Sat Flow, veh/h 1753 0 1560 0 3647 1585 0 3618 1572
Grp Volume(v), veh/h 20 0 67 0 437 0 0 198 0
Grp Sat Flow(s),veh/h/ln 1753 0 1560 0 1777 1585 0 1763 1572 Q Serve(g_s), s 0.6 0.0 2.4 0.0 2.7 0.0 0.0 1.1 0.0
Cycle Q Clear(g_c), s 0.6 0.0 2.4 0.0 2.7 0.0 0.0 1.1 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 179 0 159 0 2433 0 2414
V/C Ratio(X) 0.11 0.00 0.42 0.00 0.18 0.00 0.08
Avail Cap(c_a), veh/h 602 0 536 0 2433 0 2414
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.88 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 24.5 0.0 25.3 0.0 3.4 0.0 0.0 3.2 0.0 Incr Delay (d2), s/veh 0.6 0.0 4.1 0.0 0.1 0.0 0.0 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 1.0 0.0 0.5 0.0 0.0 0.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.1 0.0 29.4 0.0 3.5 0.0 0.0 3.2 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 87 437 198
Approach Delay, s/veh 28.4 3.5 3.2
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 47.5 47.5 12.5
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 4.7 3.1 4.4
Green Ext Time (p_c), s 5.0 2.1 0.4
Intersection Summary
HCM 6th Ctrl Delay 6.5
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 214 0 339 0000 9 3 9 3 4 2 9 1 7 10 Future Volume (veh/h) 214 0 339 0000 9 3 9 3 4 2 9 1 7 10 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 235 0 373 0 1032 37 32 188 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 653 0 527 0 1949 869 129 2354 0
Arrive On Green 0.19 0.00 0.19 0.00 0.55 0.55 0.04 0.66 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 235 0 373 0 1032 37 32 188 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 5.1 0.0 10.7 0.0 15.9 0.9 0.8 1.6 0.0
Cycle Q Clear(g_c), s 5.1 0.0 10.7 0.0 15.9 0.9 0.8 1.6 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 653 0 527 0 1949 869 129 2354 0
V/C Ratio(X) 0.36 0.00 0.71 0.00 0.53 0.04 0.25 0.08 0.00 Avail Cap(c_a), veh/h 810 0 654 0 1949 869 603 2354 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.91 0.91 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.4 0.0 32.7 0.0 12.4 9.0 40.2 5.2 0.0 Incr Delay (d2), s/veh 1.4 0.0 7.4 0.0 0.9 0.1 0.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 4.0 0.0 5.5 0.3 0.3 0.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.9 0.0 40.1 0.0 13.3 9.1 40.6 5.2 0.0 LnGrp LOS C A D A B A D A A
Approach Vol, veh/h 608 1069 220
Approach Delay, s/veh 36.9 13.2 10.4
Approach LOS D B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s9.8 53.7 22.5 63.5
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 2.8 17.9 12.7 3.6
Green Ext Time (p_c), s 0.0 8.8 3.4 2.4
Intersection Summary
HCM 6th Ctrl Delay 20.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 66 140 47 91 114 113 108 794 120 133 361 22 Future Volume (veh/h) 66 140 47 91 114 113 108 794 120 133 361 22 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 73 154 52 100 125 124 119 873 132 146 397 24 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 22222222111
Cap, veh/h 96 247 80 122 386 172 142 2248 1003 198 2209 985 Arrive On Green 0.05 0.09 0.09 0.07 0.11 0.11 0.08 0.63 0.63 0.06 0.62 0.62 Sat Flow, veh/h 1781 2634 859 1781 3554 1585 1781 3554 1585 3483 3582 1598 Grp Volume(v), veh/h 73 102 104 100 125 124 119 873 132 146 397 24 Grp Sat Flow(s),veh/h/ln1781 1777 1716 1781 1777 1585 1781 1777 1585 1742 1791 1598 Q Serve(g_s), s 5.7 7.7 8.2 7.8 4.5 10.6 9.2 16.7 4.7 5.8 6.7 0.8 Cycle Q Clear(g_c), s 5.7 7.7 8.2 7.8 4.5 10.6 9.2 16.7 4.7 5.8 6.7 0.8 Prop In Lane 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 96 167 161 122 386 172 142 2248 1003 198 2209 985 V/C Ratio(X) 0.76 0.61 0.65 0.82 0.32 0.72 0.84 0.39 0.13 0.74 0.18 0.02 Avail Cap(c_a), veh/h 267 520 502 267 1041 464 267 2248 1003 522 2209 985 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 Uniform Delay (d), s/veh 65.3 61.0 61.2 64.3 57.6 60.3 63.5 12.5 10.3 65.0 11.6 10.4 Incr Delay (d2), s/veh 4.6 10.2 12.0 4.9 1.3 14.4 4.8 0.5 0.3 1.9 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 3.9 4.0 3.6 2.1 4.9 4.3 6.5 1.6 2.6 2.6 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.0 71.2 73.2 69.3 59.0 74.7 68.3 13.0 10.6 66.9 11.7 10.5 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 279 349 1124 567
Approach Delay, s/veh 71.6 67.5 18.6 25.9
Approach LOS E E B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 15.8 91.2 12.4 20.5 13.6 93.5 14.5 18.4 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 11.2 8.7 7.7 12.6 7.8 18.7 9.8 10.2 Green Ext Time (p_c), s 0.1 6.9 0.1 2.6 0.2 12.1 0.1 2.5 Intersection Summary
HCM 6th Ctrl Delay 34.1
HCM 6th LOS C
HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 6 14 48 7 10 3 216 7 0 650 2
Future Vol, veh/h 3 6 14 48 7 10 3 216 7 0 650 2
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 1 11222222333
Mvmt Flow 3 6 15 52 8 11 3 232 8 0 699 2

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 952 946 700 953 943 236 701 0 0 240 0 0 Stage 1 700 700 - 242 242 -------
Stage 2 252 246 - 711 701 -------
Critical Hdwy 7.11 6.51 6.21 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.11 5.51 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.11 5.51 - 6.12 5.52 -------
Follow-up Hdwy 3.509 4.009 3.309 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 240 263 441 239 263 803 896 - - 1321 - - Stage 1 431 443 - 762 705 -------
Stage 2 754 704 - 424 441 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 231 262 441 226 262 803 896 - - 1321 - - Mov Cap-2 Maneuver 231 262 - 226 262 -------
Stage 1 430 443 - 760 703 -------
Stage 2 733 702 - 404 441 -------

Approach EB WB NB SB
HCM Control Delay, s 16 24.1 0.1 0

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 896 - - 251 441 258 1321 - -
HCM Lane V/C Ratio 0.004 - - 0.039 0.034 0.271 - - -
HCM Control Delay (s) 9 - - 19.9 13.5 24.1 0 - -
HCM Lane LOS A - - C B C A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 1.1 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Existing NP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.0 0.2 0.2 0.0 0.4
Denied Del/Veh (s) 0.4 1.4 2.1 0.0 0.9
Total Delay (hr) 0.6 2.4 1.4 2.5 6.8
Total Del/Veh (s) 11.5 17.5 12.5 12.9 13.9
Stop Delay (hr) 0.4 1.5 0.9 1.6 4.3
Stop Del/Veh (s) 7.2 11.3 8.0 8.1 8.9
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 9
Intersection
Int Delay, s/veh 3.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 72 90 347 67 72 559
Future Vol, veh/h 72 90 347 67 72 559
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 140 - - - 155 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 1 12211
Mvmt Flow 82 102 394 76 82 635

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1231 432 0 0 470 0
Stage 1 432 -----
Stage 2 799 -----
Critical Hdwy 6.41 6.21 - - 4.11 -
Critical Hdwy Stg 1 5.41 -----
Critical Hdwy Stg 2 5.41 -----
Follow-up Hdwy 3.509 3.309 - - 2.209 -
Pot Cap-1 Maneuver 197 626 - - 1097 -
Stage 1 657 -----
Stage 2 444 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 182 626 - - 1097 -
Mov Cap-2 Maneuver 182 -----
Stage 1 657 -----
Stage 2 411 -----

Approach WB NB SB
HCM Control Delay, s 24.4 0 1

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 182 626 1097 -
HCM Lane V/C Ratio - - 0.45 0.163 0.075 -
HCM Control Delay (s) - - 40 11.9 8.5 -
HCM Lane LOS - - E B A -
HCM 95th %tile Q(veh) - - 2.1 0.6 0.2 -
HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 10
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 011002 3 9 000 4 9 0 6 3
Future Vol, veh/h 12 011002 3 9 000 4 9 0 6 3
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 13 011002 4 1 100 5 1 6 6 6

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 964 964 549 965 997 411 582 0 0 411 0 0 Stage 1 549 549 - 415 415 -------
Stage 2 415 415 - 550 582 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 237 257 539 236 246 645 992 - - 1153 - - Stage 1 524 520 - 619 596 -------
Stage 2 619 596 - 523 502 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 237 256 539 235 245 645 992 - - 1153 - - Mov Cap-2 Maneuver 237 256 - 235 245 -------
Stage 1 522 520 - 617 594 -------
Stage 2 617 594 - 522 502 -------

Approach EB WB NB SB
HCM Control Delay, s 20.4 20.4 0 0

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 992 - - 248 235 1153 - -
HCM Lane V/C Ratio 0.002 - - 0.055 0.004 - - -
HCM Control Delay (s) 8.6 0 - 20.4 20.4 0 - -
HCM Lane LOS A A - C C A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0 0 - -
HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 3 45 599 1 61 448
Future Vol, veh/h 3 45 599 1 61 448
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 62233
Mvmt Flow 3 46 611 1 62 457

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1193 612 0 0 612 0
Stage 1 612 -----
Stage 2 581 -----
Critical Hdwy 6.46 6.26 - - 4.13 -
Critical Hdwy Stg 1 5.46 -----
Critical Hdwy Stg 2 5.46 -----
Follow-up Hdwy 3.554 3.354 - - 2.227 -
Pot Cap-1 Maneuver 203 486 - - 962 -
Stage 1 533 -----
Stage 2 551 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 186 486 - - 962 -
Mov Cap-2 Maneuver 186 -----
Stage 1 533 -----
Stage 2 504 -----

Approach WB NB SB
HCM Control Delay, s 14.2 0 1.1

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 441 962 -
HCM Lane V/C Ratio - - 0.111 0.065 -
HCM Control Delay (s) - - 14.2 9 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.4 0.2 -
HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Intersection
Intersection Delay, s/veh 49.5
Intersection LOS E
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 139 89 43 212 71 59 6 367 108 11 409 15 Future Vol, veh/h 139 89 43 212 71 59 6 367 108 11 409 15 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles, % 222222333444
Mvmt Flow 140 90 43 214 72 60 6 371 109 11 413 15
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 17.2 20.3 80.1 58.7

HCM LOS C C F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 1% 100% 0% 100% 0% 3%
Vol Thru, % 76% 0% 67% 0% 55% 94%
Vol Right, % 22% 0% 33% 0% 45% 3%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 481 139 132 212 130 435
LT Vol 6 139 0 212 0 11
Through Vol 367 0 89 0 71 409
RT Vol 108 0 43 0 59 15
Lane Flow Rate 486 140 133 214 131 439
Geometry Grp 277772
Degree of Util (X) 1.039 0.372 0.325 0.554 0.308 0.947
Departure Headway (Hd) 7.695 9.821 9.057 9.568 8.712 7.999 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 476 369 400 379 415 457
Service Time 5.695 7.521 6.757 7.268 6.412 5.999
HCM Lane V/C Ratio 1.021 0.379 0.333 0.565 0.316 0.961
HCM Control Delay 80.1 18.2 16.1 23.5 15.2 58.7
HCM Lane LOS F CCCCF
HCM 95th-tile Q 14.7 1.7 1.4 3.2 1.3 11.2
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 33 0 36 0 486 356 0 327 302 Future Volume (veh/h) 0 0 0 33 0 36 0 486 356 0 327 302 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1870 1870 0 1856 1856 Adj Flow Rate, veh/h 36 0 39 0 528 0 0 355 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 404022033
Cap, veh/h 167 0 148 0 2457 0 2438
Arrive On Green 0.10 0.00 0.10 0.00 0.69 0.00 0.00 0.69 0.00 Sat Flow, veh/h 1753 0 1560 0 3647 1585 0 3618 1572
Grp Volume(v), veh/h 36 0 39 0 528 0 0 355 0
Grp Sat Flow(s),veh/h/ln 1753 0 1560 0 1777 1585 0 1763 1572 Q Serve(g_s), s 1.1 0.0 1.4 0.0 3.2 0.0 0.0 2.1 0.0
Cycle Q Clear(g_c), s 1.1 0.0 1.4 0.0 3.2 0.0 0.0 2.1 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 167 0 148 0 2457 0 2438
V/C Ratio(X) 0.22 0.00 0.26 0.00 0.21 0.00 0.15
Avail Cap(c_a), veh/h 602 0 536 0 2457 0 2438
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.93 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 25.1 0.0 25.2 0.0 3.4 0.0 0.0 3.2 0.0 Incr Delay (d2), s/veh 1.5 0.0 2.2 0.0 0.2 0.0 0.0 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.6 0.0 0.6 0.0 0.0 0.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.6 0.0 27.4 0.0 3.5 0.0 0.0 3.3 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 75 528 355
Approach Delay, s/veh 27.0 3.5 3.3
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 47.9 47.9 12.1
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 5.2 4.1 3.4
Green Ext Time (p_c), s 6.0 4.0 0.4
Intersection Summary
HCM 6th Ctrl Delay 5.3
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 329 0 727 0000 5 1 3 2 2 7 5 2 8 50 Future Volume (veh/h) 329 0 727 0000 5 1 3 2 2 7 5 2 8 50 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 362 0 799 0 564 24 82 313 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 810 0 654 0 1708 762 207 2194 0
Arrive On Green 0.23 0.00 0.23 0.00 0.48 0.48 0.06 0.62 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 362 0 799 0 564 24 82 313 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 7.7 0.0 20.0 0.0 8.4 0.7 2.0 3.2 0.0
Cycle Q Clear(g_c), s 7.7 0.0 20.0 0.0 8.4 0.7 2.0 3.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 810 0 654 0 1708 762 207 2194 0
V/C Ratio(X) 0.45 0.00 1.22 0.00 0.33 0.03 0.40 0.14 0.00 Avail Cap(c_a), veh/h 810 0 654 0 1708 762 603 2194 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.98 0.98 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.3 0.0 33.0 0.0 13.8 11.8 38.9 6.9 0.0 Incr Delay (d2), s/veh 1.7 0.0 113.2 0.0 0.5 0.1 0.5 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.0 16.8 0.0 3.1 0.2 0.8 1.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.9 0.0 146.2 0.0 14.3 11.8 39.4 7.0 0.0 LnGrp LOS C A F A B B D A A
Approach Vol, veh/h 1161 588 395
Approach Delay, s/veh 110.0 14.2 13.8
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 11.8 47.8 26.4 59.6
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 4.0 10.4 22.0 5.2
Green Ext Time (p_c), s 0.1 6.6 0.0 4.2
Intersection Summary
HCM 6th Ctrl Delay 66.0
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 56 116 71 77 93 75 67 404 86 171 723 49 Future Volume (veh/h) 56 116 71 77 93 75 67 404 86 171 723 49 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 62 127 78 85 102 82 74 444 95 188 795 54 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 22222222111
Cap, veh/h 93 201 116 106 356 159 96 2242 1000 240 2340 1044 Arrive On Green 0.05 0.09 0.09 0.06 0.10 0.10 0.05 0.63 0.63 0.07 0.65 0.65 Sat Flow, veh/h 1781 2171 1251 1781 3554 1585 1781 3554 1585 3483 3582 1598 Grp Volume(v), veh/h 62 102 103 85 102 82 74 444 95 188 795 54 Grp Sat Flow(s),veh/h/ln1781 1777 1645 1781 1777 1585 1781 1777 1585 1742 1791 1598 Q Serve(g_s), s 4.8 7.8 8.4 6.6 3.7 6.9 5.7 7.4 3.3 7.4 13.8 1.7 Cycle Q Clear(g_c), s 4.8 7.8 8.4 6.6 3.7 6.9 5.7 7.4 3.3 7.4 13.8 1.7 Prop In Lane 1.00 0.76 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 93 164 152 106 356 159 96 2242 1000 240 2340 1044 V/C Ratio(X) 0.67 0.62 0.67 0.80 0.29 0.52 0.77 0.20 0.09 0.78 0.34 0.05 Avail Cap(c_a), veh/h 267 520 482 267 1041 464 267 2242 1000 522 2340 1044 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 Uniform Delay (d), s/veh 65.2 61.2 61.5 65.0 58.4 59.8 65.4 10.9 10.1 64.1 10.8 8.7 Incr Delay (d2), s/veh 3.1 10.7 14.0 5.2 1.2 7.0 4.8 0.2 0.2 1.8 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 3.9 4.1 3.1 1.7 3.0 2.7 2.8 1.1 3.3 5.2 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.3 71.9 75.5 70.2 59.6 66.8 70.2 11.1 10.3 65.9 11.2 8.8 LnGrp LOS E EEEEEEBBEBA
Approach Vol, veh/h 267 269 613 1037
Approach Delay, s/veh 72.4 65.1 18.1 21.0
Approach LOS E E B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 12.1 96.4 12.2 19.3 15.3 93.2 13.2 18.3 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 7.7 15.8 6.8 8.9 9.4 9.4 8.6 10.4 Green Ext Time (p_c), s 0.1 12.3 0.0 2.0 0.2 8.7 0.1 2.5 Intersection Summary
HCM 6th Ctrl Delay 31.9
HCM 6th LOS C
HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 313251 4 2 993 2 2 71
Future Vol, veh/h 3 313251 4 2 993 2 2 71
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 1 11222222333
Mvmt Flow 3 313251 4 6 1 1 03 2 4 41

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 723 724 245 721 719 466 245 0 0 471 0 0 Stage 1 251 251 - 468 468 -------
Stage 2 472 473 - 253 251 -------
Critical Hdwy 7.11 6.51 6.21 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.11 5.51 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.11 5.51 - 6.12 5.52 -------
Follow-up Hdwy 3.509 4.009 3.309 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 343 353 796 343 354 597 1321 - - 1086 - - Stage 1 755 701 - 575 561 -------
Stage 2 574 560 - 751 699 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 338 352 796 339 353 597 1321 - - 1086 - - Mov Cap-2 Maneuver 338 352 - 339 353 -------
Stage 1 754 699 - 574 560 -------
Stage 2 566 559 - 744 697 -------

Approach EB WB NB SB
HCM Control Delay, s 14.7 13.4 0 0.1

HCM LOS B B

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1321 - - 345 796 437 1086 - -
HCM Lane V/C Ratio 0.001 - - 0.019 0.001 0.025 0.003 - - HCM Control Delay (s) 7.7 - - 15.6 9.5 13.4 8.3 - -
HCM Lane LOS A - - C A B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0 0.1 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Existing NP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.0 0.1 0.2 0.0 0.4
Denied Del/Veh (s) 0.5 1.3 1.4 0.0 1.0
Total Delay (hr) 1.2 1.4 5.3 0.6 8.5
Total Del/Veh (s) 13.6 14.6 35.6 9.9 21.5
Stop Delay (hr) 0.7 0.9 4.2 0.4 6.2
Stop Del/Veh (s) 8.6 8.6 28.7 6.2 15.8
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 9
Intersection
Int Delay, s/veh 3.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 62 48 486 56 95 429
Future Vol, veh/h 62 48 486 56 95 429
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 140 - - - 155 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 1 12211
Mvmt Flow 70 55 552 64 108 488

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1288 584 0 0 616 0
Stage 1 584 -----
Stage 2 704 -----
Critical Hdwy 6.41 6.21 - - 4.11 -
Critical Hdwy Stg 1 5.41 -----
Critical Hdwy Stg 2 5.41 -----
Follow-up Hdwy 3.509 3.309 - - 2.209 -
Pot Cap-1 Maneuver 182 513 - - 969 -
Stage 1 559 -----
Stage 2 492 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 162 513 - - 969 -
Mov Cap-2 Maneuver 162 -----
Stage 1 559 -----
Stage 2 437 -----

Approach WB NB SB
HCM Control Delay, s 30 0 1.7

HCM LOS D

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 162 513 969 -
HCM Lane V/C Ratio - - 0.435 0.106 0.111 -
HCM Control Delay (s) - - 43.3 12.9 9.2 -
HCM Lane LOS - - E B A -
HCM 95th %tile Q(veh) - - 2 0.4 0.4 -
HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 10
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 071000 5 2 601 4 5 1 1 0
Future Vol, veh/h 8 071000 5 2 601 4 5 1 1 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 8 071000 5 5 401 4 7 5 1 1

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1037 1037 481 1040 1042 554 486 0 0 554 0 0 Stage 1 483 483 - 554 554 -------
Stage 2 554 554 - 486 488 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 211 233 589 210 232 536 1077 - - 1021 - - Stage 1 569 556 - 520 517 -------
Stage 2 520 517 - 566 553 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 211 233 589 207 232 536 1077 - - 1021 - - Mov Cap-2 Maneuver 211 233 - 207 232 -------
Stage 1 569 555 - 520 517 -------
Stage 2 520 517 - 558 552 -------

Approach EB WB NB SB
HCM Control Delay, s 17.6 22.5 0 0

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1077 - - 301 207 1021 - -
HCM Lane V/C Ratio - - - 0.052 0.005 0.001 - -
HCM Control Delay (s) 0 - - 17.6 22.5 8.5 0 -
HCM Lane LOS A - - C C A A -
HCM 95th %tile Q(veh) 0 - - 0.2 0 0 - -
HCM 6th TWSC Tract Map 6360 Project
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03/23/2023 Page 1
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 0 464 1 0 559
Future Vol, veh/h 2 0 464 1 0 559
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22233
Mvmt Flow 2 0 504 1 0 608

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1113 505 0 0 505 0
Stage 1 505 -----
Stage 2 608 -----
Critical Hdwy 6.42 6.22 - - 4.13 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.227 -
Pot Cap-1 Maneuver 231 567 - - 1055 -
Stage 1 606 -----
Stage 2 543 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 231 567 - - 1055 -
Mov Cap-2 Maneuver 231 -----
Stage 1 606 -----
Stage 2 543 -----

Approach WB NB SB
HCM Control Delay, s 20.7 0 0

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 231 1055 -
HCM Lane V/C Ratio - - 0.009 - -
HCM Control Delay (s) - - 20.7 0 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 2
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 41 424 1 73 488
Future Vol, veh/h 2 41 424 1 73 488
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 62233
Mvmt Flow 2 42 433 1 74 498

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1080 434 0 0 434 0
Stage 1 434 -----
Stage 2 646 -----
Critical Hdwy 6.46 6.26 - - 4.13 -
Critical Hdwy Stg 1 5.46 -----
Critical Hdwy Stg 2 5.46 -----
Follow-up Hdwy 3.554 3.354 - - 2.227 -
Pot Cap-1 Maneuver 237 614 - - 1120 -
Stage 1 645 -----
Stage 2 514 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 215 614 - - 1120 -
Mov Cap-2 Maneuver 215 -----
Stage 1 645 -----
Stage 2 467 -----

Approach WB NB SB
HCM Control Delay, s 11.9 0 1.1

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 565 1120 -
HCM Lane V/C Ratio - - 0.078 0.067 -
HCM Control Delay (s) - - 11.9 8.4 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0.2 -
HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 3
Intersection
Intersection Delay, s/veh 69.8
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 38 62 23 429 124 40 27 341 87 3 466 11 Future Vol, veh/h 38 62 23 429 124 40 27 341 87 3 466 11 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles, % 222222333444
Mvmt Flow 38 63 23 433 125 40 27 344 88 3 471 11
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 15.3 69.9 68.1 85.1

HCM LOS C F F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 6% 100% 0% 100% 0% 1%
Vol Thru, % 75% 0% 73% 0% 76% 97%
Vol Right, % 19% 0% 27% 0% 24% 2%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 455 38 85 429 164 480
LT Vol 27 38 0 429 0 3
Through Vol 341 0 62 0 124 466
RT Vol 87 0 23 0 40 11
Lane Flow Rate 460 38 86 433 166 485
Geometry Grp 277772
Degree of Util (X) 0.987 0.108 0.226 1.054 0.371 1.05
Departure Headway (Hd) 8.065 10.681 9.953 9.063 8.363 8.066 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 455 338 363 403 432 456
Service Time 6.065 8.381 7.653 6.763 6.063 6.066
HCM Lane V/C Ratio 1.011 0.112 0.237 1.074 0.384 1.064
HCM Control Delay 68.1 14.7 15.5 90.6 15.9 85.1
HCM Lane LOS F B C F C F
HCM 95th-tile Q 12.5 0.4 0.9 13.9 1.7 14.7
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 18 0 62 0 418 751 0 201 703 Future Volume (veh/h) 0 0 0 18 0 62 0 418 751 0 201 703 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1870 1870 0 1856 1856 Adj Flow Rate, veh/h 20 0 67 0 454 0 0 218 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 404022033
Cap, veh/h 234 0 208 0 2322 0 2303
Arrive On Green 0.13 0.00 0.13 0.00 0.65 0.00 0.00 0.65 0.00 Sat Flow, veh/h 1753 0 1560 0 3647 1585 0 3618 1572
Grp Volume(v), veh/h 20 0 67 0 454 0 0 218 0
Grp Sat Flow(s),veh/h/ln 1753 0 1560 0 1777 1585 0 1763 1572 Q Serve(g_s), s 0.6 0.0 2.3 0.0 3.0 0.0 0.0 1.4 0.0
Cycle Q Clear(g_c), s 0.6 0.0 2.3 0.0 3.0 0.0 0.0 1.4 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 234 0 208 0 2322 0 2303
V/C Ratio(X) 0.09 0.00 0.32 0.00 0.20 0.00 0.09
Avail Cap(c_a), veh/h 602 0 536 0 2322 0 2303
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.87 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 22.8 0.0 23.5 0.0 4.1 0.0 0.0 3.8 0.0 Incr Delay (d2), s/veh 0.4 0.0 2.1 0.0 0.2 0.0 0.0 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.9 0.0 0.6 0.0 0.0 0.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.2 0.0 25.6 0.0 4.3 0.0 0.0 3.9 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 87 454 218
Approach Delay, s/veh 25.1 4.3 3.9
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 45.6 45.6 14.4
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 5.0 3.4 4.3
Green Ext Time (p_c), s 5.1 2.3 0.4
Intersection Summary
HCM 6th Ctrl Delay 6.6
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 223 0 339 0000 9 4 5 3 4 2 9 1 9 00 Future Volume (veh/h) 223 0 339 0000 9 4 5 3 4 2 9 1 9 00 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 245 0 373 0 1038 37 32 209 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 655 0 529 0 1947 868 129 2352 0
Arrive On Green 0.19 0.00 0.19 0.00 0.55 0.55 0.04 0.66 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 245 0 373 0 1038 37 32 209 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 5.3 0.0 10.7 0.0 16.0 0.9 0.8 1.8 0.0
Cycle Q Clear(g_c), s 5.3 0.0 10.7 0.0 16.0 0.9 0.8 1.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 655 0 529 0 1947 868 129 2352 0
V/C Ratio(X) 0.37 0.00 0.71 0.00 0.53 0.04 0.25 0.09 0.00 Avail Cap(c_a), veh/h 810 0 654 0 1947 868 603 2352 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.90 0.90 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.5 0.0 32.7 0.0 12.4 9.0 40.2 5.2 0.0 Incr Delay (d2), s/veh 1.5 0.0 7.3 0.0 0.9 0.1 0.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 4.0 0.0 5.6 0.3 0.3 0.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.0 0.0 40.0 0.0 13.4 9.1 40.6 5.3 0.0 LnGrp LOS C A D A B A D A A
Approach Vol, veh/h 618 1075 241
Approach Delay, s/veh 36.8 13.2 10.0
Approach LOS D B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s9.8 53.6 22.6 63.4
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 2.8 18.0 12.7 3.8
Green Ext Time (p_c), s 0.0 8.7 3.5 2.7
Intersection Summary
HCM 6th Ctrl Delay 20.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 66 144 47 91 124 113 108 800 120 133 380 22 Future Volume (veh/h) 66 144 47 91 124 113 108 800 120 133 380 22 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 73 158 52 100 136 124 119 879 132 146 418 24 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 22222222111
Cap, veh/h 96 251 80 122 390 174 142 2245 1001 198 2206 984 Arrive On Green 0.05 0.09 0.09 0.07 0.11 0.11 0.08 0.63 0.63 0.06 0.62 0.62 Sat Flow, veh/h 1781 2652 844 1781 3554 1585 1781 3554 1585 3483 3582 1598 Grp Volume(v), veh/h 73 104 106 100 136 124 119 879 132 146 418 24 Grp Sat Flow(s),veh/h/ln1781 1777 1719 1781 1777 1585 1781 1777 1585 1742 1791 1598 Q Serve(g_s), s 5.7 7.9 8.3 7.8 5.0 10.6 9.2 16.9 4.7 5.8 7.1 0.8 Cycle Q Clear(g_c), s 5.7 7.9 8.3 7.8 5.0 10.6 9.2 16.9 4.7 5.8 7.1 0.8 Prop In Lane 1.00 0.49 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 96 168 163 122 390 174 142 2245 1001 198 2206 984 V/C Ratio(X) 0.76 0.62 0.65 0.82 0.35 0.71 0.84 0.39 0.13 0.74 0.19 0.02 Avail Cap(c_a), veh/h 267 520 503 267 1041 464 267 2245 1001 522 2206 984 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 Uniform Delay (d), s/veh 65.3 60.9 61.1 64.3 57.7 60.2 63.5 12.6 10.4 65.0 11.7 10.5 Incr Delay (d2), s/veh 4.6 10.3 12.0 4.9 1.5 13.9 4.8 0.5 0.3 1.9 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 4.0 4.1 3.6 2.3 4.8 4.3 6.6 1.6 2.6 2.7 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.0 71.2 73.2 69.3 59.2 74.1 68.3 13.1 10.6 66.9 11.9 10.5 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 283 360 1130 588
Approach Delay, s/veh 71.6 67.1 18.7 25.5
Approach LOS E E B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 15.8 91.1 12.4 20.7 13.6 93.3 14.5 18.6 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 11.2 9.1 7.7 12.6 7.8 18.9 9.8 10.3 Green Ext Time (p_c), s 0.1 7.3 0.1 2.8 0.2 12.1 0.1 2.6 Intersection Summary
HCM 6th Ctrl Delay 34.1
HCM 6th LOS C
HCM 6th TWSC Tract Map 6360 Project
7: Armstrong Avenue & McKinley Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 7
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1 0 34 2 29 0 242 12 14 689 0
Future Vol, veh/h 0 1 0 34 2 29 0 242 12 14 689 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222333
Mvmt Flow 0 1 0 37 2 32 0 263 13 15 749 0

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1066 1055 749 1050 1049 270 749 0 0 276 0 0 Stage 1 779 779 - 270 270 -------
Stage 2 287 276 - 780 779 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 200 226 412 205 227 769 860 - - 1281 - - Stage 1 389 406 - 736 686 -------
Stage 2 720 682 - 388 406 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 187 221 412 201 222 769 860 - - 1281 - - Mov Cap-2 Maneuver 187 221 - 201 222 -------
Stage 1 389 398 - 736 686 -------
Stage 2 688 682 - 379 398 -------

Approach EB WB NB SB
HCM Control Delay, s 21.4 20.6 0 0.2

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 860 - - 221 301 1281 - -
HCM Lane V/C Ratio - - - 0.005 0.235 0.012 - -
HCM Control Delay (s) 0 - - 21.4 20.6 7.8 0 -
HCM Lane LOS A - - C C A A -
HCM 95th %tile Q(veh) 0 - - 0 0.9 0 - -
HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 8
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 6 14 48 7 10 3 240 7 0 720 4
Future Vol, veh/h 4 6 14 48 7 10 3 240 7 0 720 4
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 1 11222222333
Mvmt Flow 4 6 15 52 8 11 3 258 8 0 774 4

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1054 1048 776 1055 1046 262 778 0 0 266 0 0 Stage 1 776 776 - 268 268 -------
Stage 2 278 272 - 787 778 -------
Critical Hdwy 7.11 6.51 6.21 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.11 5.51 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.11 5.51 - 6.12 5.52 -------
Follow-up Hdwy 3.509 4.009 3.309 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 205 229 399 204 228 777 839 - - 1292 - - Stage 1 392 409 - 738 687 -------
Stage 2 731 686 - 385 407 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 197 228 399 192 227 777 839 - - 1292 - - Mov Cap-2 Maneuver 197 228 - 192 227 -------
Stage 1 390 409 - 735 684 -------
Stage 2 710 683 - 365 407 -------

Approach EB WB NB SB
HCM Control Delay, s 17.9 28.6 0.1 0

HCM LOS C D

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 839 - - 214 399 221 1292 - -
HCM Lane V/C Ratio 0.004 - - 0.05 0.038 0.316 - - -
HCM Control Delay (s) 9.3 - - 22.7 14.4 28.6 0 - -
HCM Lane LOS A - - C B D A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0.1 1.3 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Existing WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.0 0.2 0.2 0.0 0.4
Denied Del/Veh (s) 0.5 1.2 2.1 0.0 0.8
Total Delay (hr) 0.8 2.9 1.5 3.7 8.8
Total Del/Veh (s) 13.1 20.5 13.6 18.0 17.1
Stop Delay (hr) 0.5 2.0 1.0 2.6 6.2
Stop Del/Veh (s) 8.9 14.2 9.0 12.9 12.0
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 10
Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 2 9 72 1 90 3 347 67 72 559 2
Future Vol, veh/h 5 2 9 72 1 90 3 347 67 72 559 2
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 2 22111222111
Mvmt Flow 6 2 10 82 1 102 3 394 76 82 635 2

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1290 1276 636 1244 1239 432 637 0 0 470 0 0 Stage 1 800 800 - 438 438 -------
Stage 2 490 476 - 806 801 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 140 167 478 152 176 626 947 - - 1097 - - Stage 1 379 397 - 599 580 -------
Stage 2 560 557 - 377 398 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 110 154 478 138 162 626 947 - - 1097 - - Mov Cap-2 Maneuver 110 154 - 138 162 -------
Stage 1 378 367 - 597 578 -------
Stage 2 466 555 - 339 368 -------

Approach EB WB NB SB
HCM Control Delay, s 23.2 34.7 0.1 1

HCM LOS C D

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 947 - - 110 346 138 162 626 1097 - -
HCM Lane V/C Ratio 0.004 - - 0.052 0.036 0.593 0.007 0.163 0.075 - - HCM Control Delay (s) 8.8 - - 39.5 15.8 63.4 27.4 11.9 8.5 - - HCM Lane LOS A - - E C F D B A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0.1 3 0 0.6 0.2 - -
HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 11
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 011002 3 9 300 4 9 9 6 3
Future Vol, veh/h 12 011002 3 9 300 4 9 9 6 3
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 13 011002 4 1 400 5 2 5 6 6

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 976 976 558 977 1009 414 591 0 0 414 0 0 Stage 1 558 558 - 418 418 -------
Stage 2 418 418 - 559 591 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 232 253 533 232 242 643 985 - - 1150 - - Stage 1 518 515 - 616 594 -------
Stage 2 616 594 - 517 498 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 232 252 533 231 241 643 985 - - 1150 - - Mov Cap-2 Maneuver 232 252 - 231 241 -------
Stage 1 516 515 - 614 592 -------
Stage 2 614 592 - 516 498 -------

Approach EB WB NB SB
HCM Control Delay, s 20.7 20.7 0 0

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 985 - - 243 231 1150 - -
HCM Lane V/C Ratio 0.002 - - 0.056 0.005 - - -
HCM Control Delay (s) 8.7 0 - 20.7 20.7 0 - -
HCM Lane LOS A A - C C A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0 0 - -
HCM 6th TWSC Tract Map 6360 Project
12: Armstrong Avenue & Project Driveway 1 Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 12
Intersection
Int Delay, s/veh 1.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 43 54 256 15 19 661
Future Vol, veh/h 43 54 256 15 19 661
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 02003
Mvmt Flow 47 59 278 16 21 718

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1046 286 0 0 294 0
Stage 1 286 -----
Stage 2 760 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 255 758 - - 1279 -
Stage 1 767 -----
Stage 2 465 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 248 758 - - 1279 -
Mov Cap-2 Maneuver 248 -----
Stage 1 767 -----
Stage 2 452 -----

Approach WB NB SB
HCM Control Delay, s 17.3 0 0.2

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 397 1279 -
HCM Lane V/C Ratio - - 0.266 0.016 -
HCM Control Delay (s) - - 17.3 7.9 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 1.1 0 -
HCM 6th TWSC Tract Map 6360 Project
13: McKinley Avenue & Project Driveway 2 Existing WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 13
Intersection
Int Delay, s/veh 7.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 22 5 2 4 10 63
Future Vol, veh/h 22 5 2 4 10 63
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 22000
Mvmt Flow 24 5 2 4 11 68

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 6 0 - 0 57 4
Stage 1 - - - - 4 -
Stage 2 - - - - 53 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1628 - - - 955 1085
Stage 1 - - - - 1024 -
Stage 2 - - - - 975 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1628 - - - 941 1085
Mov Cap-2 Maneuver - - - - 941 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 975 -

Approach EB WB SB
HCM Control Delay, s 5.9 0 8.7

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1628 - - - 1063
HCM Lane V/C Ratio 0.015 - - - 0.075
HCM Control Delay (s) 7.2 0 - - 8.7
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.2
HCM 6th TWSC Tract Map 6360 Project
1: Fowler Avenue & McKinley Avenue Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 1
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 0 644 2 0 509
Future Vol, veh/h 1 0 644 2 0 509
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22233
Mvmt Flow 1 0 700 2 0 553

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1254 701 0 0 702 0
Stage 1 701 -----
Stage 2 553 -----
Critical Hdwy 6.42 6.22 - - 4.13 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.227 -
Pot Cap-1 Maneuver 190 439 - - 891 -
Stage 1 492 -----
Stage 2 576 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 190 439 - - 891 -
Mov Cap-2 Maneuver 190 -----
Stage 1 492 -----
Stage 2 576 -----

Approach WB NB SB
HCM Control Delay, s 24.1 0 0

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 190 891 -
HCM Lane V/C Ratio - - 0.006 - -
HCM Control Delay (s) - - 24.1 0 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th TWSC Tract Map 6360 Project
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03/23/2023 Page 2
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 3 45 601 1 61 449
Future Vol, veh/h 3 45 601 1 61 449
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 62233
Mvmt Flow 3 46 613 1 62 458

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1196 614 0 0 614 0
Stage 1 614 -----
Stage 2 582 -----
Critical Hdwy 6.46 6.26 - - 4.13 -
Critical Hdwy Stg 1 5.46 -----
Critical Hdwy Stg 2 5.46 -----
Follow-up Hdwy 3.554 3.354 - - 2.227 -
Pot Cap-1 Maneuver 202 485 - - 961 -
Stage 1 532 -----
Stage 2 551 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 184 485 - - 961 -
Mov Cap-2 Maneuver 184 -----
Stage 1 532 -----
Stage 2 503 -----

Approach WB NB SB
HCM Control Delay, s 14.2 0 1.1

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 440 961 -
HCM Lane V/C Ratio - - 0.111 0.065 -
HCM Control Delay (s) - - 14.2 9 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.4 0.2 -
HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 3
Intersection
Intersection Delay, s/veh 67.1
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 139 99 43 241 77 59 6 369 156 11 410 15 Future Vol, veh/h 139 99 43 241 77 59 6 369 156 11 410 15 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles, % 222222333444
Mvmt Flow 140 100 43 243 78 60 6 373 158 11 414 15
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 18.1 23.6 124.1 66.7

HCM LOS C C F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 1% 100% 0% 100% 0% 3%
Vol Thru, % 69% 0% 70% 0% 57% 94%
Vol Right, % 29% 0% 30% 0% 43% 3%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 531 139 142 241 136 436
LT Vol 6 139 0 241 0 11
Through Vol 369 0 99 0 77 410
RT Vol 156 0 43 0 59 15
Lane Flow Rate 536 140 143 243 137 440
Geometry Grp 277772
Degree of Util (X) 1.17 0.373 0.356 0.626 0.325 0.974
Departure Headway (Hd) 7.853 10.25 9.5 9.899 9.055 8.444 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 467 354 382 368 400 432
Service Time 5.895 7.95 7.2 7.599 6.755 6.444
HCM Lane V/C Ratio 1.148 0.395 0.374 0.66 0.343 1.019
HCM Control Delay 124.1 18.9 17.4 27.8 16.1 66.7
HCM Lane LOS F CCDCF
HCM 95th-tile Q 19.8 1.7 1.6 4.1 1.4 11.8
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 33 0 36 0 538 356 0 340 320 Future Volume (veh/h) 0 0 0 33 0 36 0 538 356 0 340 320 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1870 1870 0 1856 1856 Adj Flow Rate, veh/h 36 0 39 0 585 0 0 370 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 404022033
Cap, veh/h 234 0 208 0 2322 0 2303
Arrive On Green 0.13 0.00 0.13 0.00 0.65 0.00 0.00 0.65 0.00 Sat Flow, veh/h 1753 0 1560 0 3647 1585 0 3618 1572
Grp Volume(v), veh/h 36 0 39 0 585 0 0 370 0
Grp Sat Flow(s),veh/h/ln 1753 0 1560 0 1777 1585 0 1763 1572 Q Serve(g_s), s 1.1 0.0 1.3 0.0 4.1 0.0 0.0 2.4 0.0
Cycle Q Clear(g_c), s 1.1 0.0 1.3 0.0 4.1 0.0 0.0 2.4 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 234 0 208 0 2322 0 2303
V/C Ratio(X) 0.15 0.00 0.19 0.00 0.25 0.00 0.16
Avail Cap(c_a), veh/h 602 0 536 0 2322 0 2303
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.92 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.0 0.0 23.1 0.0 4.3 0.0 0.0 4.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 1.0 0.0 0.2 0.0 0.0 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.5 0.0 0.8 0.0 0.0 0.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.7 0.0 24.1 0.0 4.6 0.0 0.0 4.2 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 75 585 370
Approach Delay, s/veh 23.9 4.6 4.2
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 45.6 45.6 14.4
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 6.1 4.4 3.3
Green Ext Time (p_c), s 6.6 4.1 0.4
Intersection Summary
HCM 6th Ctrl Delay 5.8
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 360 0 727 0000 5 3 4 2 2 7 5 2 9 80 Future Volume (veh/h) 360 0 727 0000 5 3 4 2 2 7 5 2 9 80 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 396 0 799 0 587 24 82 327 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 790 0 638 0 1729 771 207 2215 0
Arrive On Green 0.23 0.00 0.23 0.00 0.49 0.49 0.06 0.62 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 396 0 799 0 587 24 82 327 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 8.5 0.0 19.5 0.0 8.7 0.7 2.0 3.3 0.0
Cycle Q Clear(g_c), s 8.5 0.0 19.5 0.0 8.7 0.7 2.0 3.3 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 790 0 638 0 1729 771 207 2215 0
V/C Ratio(X) 0.50 0.00 1.25 0.00 0.34 0.03 0.40 0.15 0.00 Avail Cap(c_a), veh/h 790 0 638 0 1729 771 603 2215 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.97 0.97 0.99 0.99 0.00 Uniform Delay (d), s/veh 29.0 0.0 33.3 0.0 13.6 11.5 38.9 6.7 0.0 Incr Delay (d2), s/veh 2.1 0.0 126.5 0.0 0.5 0.1 0.5 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 0.0 17.5 0.0 3.2 0.2 0.8 1.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.1 0.0 159.8 0.0 14.1 11.6 39.4 6.9 0.0 LnGrp LOS C A F A B B D A A
Approach Vol, veh/h 1195 611 409
Approach Delay, s/veh 117.1 14.0 13.4
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 11.8 48.3 25.9 60.1
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.5 * 20 53.1
Max Q Clear Time (g_c+I1), s 4.0 10.7 21.5 5.3
Green Ext Time (p_c), s 0.1 6.9 0.0 4.4
Intersection Summary
HCM 6th Ctrl Delay 69.5
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 56 128 71 77 100 75 67 425 86 171 736 49 Future Volume (veh/h) 56 128 71 77 100 75 67 425 86 171 736 49 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 62 141 78 85 110 82 74 467 95 188 809 54 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 22222222111
Cap, veh/h 93 219 115 106 373 166 96 2225 993 240 2323 1036 Arrive On Green 0.05 0.10 0.10 0.06 0.10 0.10 0.05 0.63 0.63 0.07 0.65 0.65 Sat Flow, veh/h 1781 2255 1180 1781 3554 1585 1781 3554 1585 3483 3582 1598 Grp Volume(v), veh/h 62 109 110 85 110 82 74 467 95 188 809 54 Grp Sat Flow(s),veh/h/ln1781 1777 1658 1781 1777 1585 1781 1777 1585 1742 1791 1598 Q Serve(g_s), s 4.8 8.3 8.9 6.6 4.0 6.8 5.7 7.9 3.3 7.4 14.4 1.7 Cycle Q Clear(g_c), s 4.8 8.3 8.9 6.6 4.0 6.8 5.7 7.9 3.3 7.4 14.4 1.7 Prop In Lane 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 93 173 161 106 373 166 96 2225 993 240 2323 1036 V/C Ratio(X) 0.67 0.63 0.68 0.80 0.30 0.49 0.77 0.21 0.10 0.78 0.35 0.05 Avail Cap(c_a), veh/h 267 520 486 267 1041 464 267 2225 993 522 2323 1036 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.86 0.86 Uniform Delay (d), s/veh 65.2 60.8 61.1 65.0 57.9 59.1 65.4 11.3 10.4 64.1 11.2 9.0 Incr Delay (d2), s/veh 3.1 10.6 13.6 5.2 1.2 6.1 4.8 0.2 0.2 1.8 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 4.2 4.3 3.1 1.8 3.0 2.7 3.1 1.2 3.3 5.4 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.3 71.4 74.6 70.2 59.1 65.3 70.2 11.5 10.6 66.0 11.5 9.0 LnGrp LOS E EEEEEEBBEBA
Approach Vol, veh/h 281 277 636 1051
Approach Delay, s/veh 72.0 64.3 18.2 21.1
Approach LOS E E B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 12.1 95.7 12.2 20.0 15.3 92.6 13.2 18.9 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 7.7 16.4 6.8 8.8 9.4 9.9 8.6 10.9 Green Ext Time (p_c), s 0.1 12.3 0.0 2.1 0.2 9.0 0.1 2.7 Intersection Summary
HCM 6th Ctrl Delay 32.0
HCM 6th LOS C
HCM 6th TWSC Tract Map 6360 Project
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03/23/2023 Page 7
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 2 0 23 1 24 0 479 38 34 256 0
Future Vol, veh/h 0 2 0 23 1 24 0 479 38 34 256 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222333
Mvmt Flow 0 2 0 25 1 26 0 521 41 37 278 0

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 907 914 278 895 894 542 278 0 0 562 0 0 Stage 1 352 352 - 542 542 -------
Stage 2 555 562 - 353 352 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 257 273 761 261 280 540 1285 - - 1004 - - Stage 1 665 632 - 525 520 -------
Stage 2 516 510 - 664 632 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 236 261 761 251 268 540 1285 - - 1004 - - Mov Cap-2 Maneuver 236 261 - 251 268 -------
Stage 1 665 604 - 525 520 -------
Stage 2 490 510 - 632 604 -------

Approach EB WB NB SB
HCM Control Delay, s 18.9 17.4 0 1

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1285 - - 261 343 1004 - -
HCM Lane V/C Ratio - - - 0.008 0.152 0.037 - -
HCM Control Delay (s) 0 - - 18.9 17.4 8.7 0 -
HCM Lane LOS A - - C C A A -
HCM 95th %tile Q(veh) 0 - - 0 0.5 0.1 - -
HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 8
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 313251 5 0 893 2 7 42
Future Vol, veh/h 5 313251 5 0 893 2 7 42
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 1 11222222333
Mvmt Flow 5 313251 5 4 6 1 03 2 9 52

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 859 860 296 857 856 551 297 0 0 556 0 0 Stage 1 302 302 - 553 553 -------
Stage 2 557 558 - 304 303 -------
Critical Hdwy 7.11 6.51 6.21 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.11 5.51 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.11 5.51 - 6.12 5.52 -------
Follow-up Hdwy 3.509 4.009 3.309 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 278 295 746 277 295 534 1264 - - 1010 - - Stage 1 709 666 - 517 514 -------
Stage 2 517 513 - 705 664 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 273 294 746 273 294 534 1264 - - 1010 - - Mov Cap-2 Maneuver 273 294 - 273 294 -------
Stage 1 708 664 - 516 513 -------
Stage 2 509 512 - 698 662 -------

Approach EB WB NB SB
HCM Control Delay, s 17.3 15.1 0 0.1

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1264 - - 281 746 368 1010 - -
HCM Lane V/C Ratio 0.001 - - 0.031 0.001 0.029 0.003 - - HCM Control Delay (s) 7.9 - - 18.2 9.8 15.1 8.6 - -
HCM Lane LOS A - - C A C A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0 0.1 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Existing WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.1 0.1 0.2 0.0 0.4
Denied Del/Veh (s) 0.7 1.3 1.4 0.0 0.9
Total Delay (hr) 1.2 1.3 2.6 0.7 5.8
Total Del/Veh (s) 12.2 13.6 20.3 9.4 14.6
Stop Delay (hr) 0.8 0.7 1.8 0.5 3.7
Stop Del/Veh (s) 7.6 7.9 14.1 5.8 9.4
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 10
Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 1 6 62 2 48 10 486 56 95 429 6
Future Vol, veh/h 3 1 6 62 2 48 10 486 56 95 429 6
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 2 22111222111
Mvmt Flow 3 1 7 70 2 55 11 552 64 108 488 7

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1343 1346 492 1318 1317 584 495 0 0 616 0 0 Stage 1 708 708 - 606 606 -------
Stage 2 635 638 - 712 711 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 129 151 577 135 158 513 1069 - - 969 - - Stage 1 426 438 - 486 488 -------
Stage 2 467 471 - 425 438 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 103 133 577 120 139 513 1069 - - 969 - - Mov Cap-2 Maneuver 103 133 - 120 139 -------
Stage 1 422 389 - 481 483 -------
Stage 2 411 466 - 372 389 -------

Approach EB WB NB SB
HCM Control Delay, s 22.4 45.3 0.2 1.6

HCM LOS C E

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1069 - - 103 391 120 139 513 969 - -
HCM Lane V/C Ratio 0.011 - - 0.033 0.02 0.587 0.016 0.106 0.111 - - HCM Control Delay (s) 8.4 - - 41.1 14.4 70.8 31.3 12.9 9.2 - - HCM Lane LOS A - - E B F D B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.1 2.9 0.1 0.4 0.4 - - HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 11
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 071000 5 3 601 4 5 7 1 0
Future Vol, veh/h 8 071000 5 3 601 4 5 7 1 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 8 071000 5 6 401 4 8 1 1 1

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1053 1053 487 1056 1058 564 492 0 0 564 0 0 Stage 1 489 489 - 564 564 -------
Stage 2 564 564 - 492 494 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 206 228 585 205 227 529 1071 - - 1013 - - Stage 1 564 553 - 514 512 -------
Stage 2 514 512 - 562 550 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 206 228 585 202 227 529 1071 - - 1013 - - Mov Cap-2 Maneuver 206 228 - 202 227 -------
Stage 1 564 552 - 514 512 -------
Stage 2 514 512 - 554 549 -------

Approach EB WB NB SB
HCM Control Delay, s 17.9 22.9 0 0

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1071 - - 295 202 1013 - -
HCM Lane V/C Ratio - - - 0.054 0.005 0.001 - -
HCM Control Delay (s) 0 - - 17.9 22.9 8.6 0 -
HCM Lane LOS A - - C C A A -
HCM 95th %tile Q(veh) 0 - - 0.2 0 0 - -
HCM 6th TWSC Tract Map 6360 Project
12: Armstrong Avenue & Project Driveway 1 Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 12
Intersection
Int Delay, s/veh 1.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 29 36 455 48 61 262
Future Vol, veh/h 29 36 455 48 61 262
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 02003
Mvmt Flow 32 39 495 52 66 285

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 938 521 0 0 547 0
Stage 1 521 -----
Stage 2 417 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 296 559 - - 1033 -
Stage 1 600 -----
Stage 2 669 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 274 559 - - 1033 -
Mov Cap-2 Maneuver 274 -----
Stage 1 600 -----
Stage 2 618 -----

Approach WB NB SB
HCM Control Delay, s 16.6 0 1.6

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 382 1033 -
HCM Lane V/C Ratio - - 0.185 0.064 -
HCM Control Delay (s) - - 16.6 8.7 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 0.7 0.2 -
HCM 6th TWSC Tract Map 6360 Project
13: McKinley Avenue & Project Driveway 2 Existing WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 13
Intersection
Int Delay, s/veh 6.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 71 3 6 12 7 42
Future Vol, veh/h 71 3 6 12 7 42
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 22000
Mvmt Flow 77 3 7 13 8 46

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 20 0 - 0 171 14
Stage 1 - - - - 14 -
Stage 2 - - - - 157 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1609 - - - 824 1072
Stage 1 - - - - 1014 -
Stage 2 - - - - 876 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1609 - - - 784 1072
Mov Cap-2 Maneuver - - - - 784 -
Stage 1 - - - - 965 -
Stage 2 - - - - 876 -

Approach EB WB SB
HCM Control Delay, s 7.1 0 8.7

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1609 - - - 1019
HCM Lane V/C Ratio 0.048 - - - 0.052
HCM Control Delay (s) 7.3 0 - - 8.7
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.2 - - - 0.2
HCM 6th TWSC Tract Map 6360 Project
1: Fowler Avenue & McKinley Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Intersection
Int Delay, s/veh 5.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 32 98 603 40 99 814
Future Vol, veh/h 32 98 603 40 99 814
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 24411
Mvmt Flow 35 107 655 43 108 885

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1778 677 0 0 698 0
Stage 1 677 -----
Stage 2 1101 -----
Critical Hdwy 6.42 6.22 - - 4.11 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.209 -
Pot Cap-1 Maneuver 91 453 - - 903 -
Stage 1 505 -----
Stage 2 318 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 70 453 - - 903 -
Mov Cap-2 Maneuver 70 -----
Stage 1 505 -----
Stage 2 243 -----

Approach WB NB SB
HCM Control Delay, s 62.3 0 1

HCM LOS F

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 193 903 -
HCM Lane V/C Ratio - - 0.732 0.119 -
HCM Control Delay (s) - - 62.3 9.5 0
HCM Lane LOS - - F A A
HCM 95th %tile Q(veh) - - 4.7 0.4 -
HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Intersection
Int Delay, s/veh 14.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 70 71 572 103 131 715
Future Vol, veh/h 70 71 572 103 131 715
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 5 54411
Mvmt Flow 72 73 590 106 135 737

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1650 643 0 0 696 0
Stage 1 643 -----
Stage 2 1007 -----
Critical Hdwy 6.45 6.25 - - 4.11 -
Critical Hdwy Stg 1 5.45 -----
Critical Hdwy Stg 2 5.45 -----
Follow-up Hdwy 3.545 3.345 - - 2.209 -
Pot Cap-1 Maneuver 107 468 - - 905 -
Stage 1 518 -----
Stage 2 349 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 80 468 - - 905 -
Mov Cap-2 Maneuver 80 -----
Stage 1 518 -----
Stage 2 261 -----

Approach WB NB SB
HCM Control Delay, s 157.9 0 1.5

HCM LOS F

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 137 905 -
HCM Lane V/C Ratio - - 1.061 0.149 -
HCM Control Delay (s) - - 157.9 9.7 0
HCM Lane LOS - - F A A
HCM 95th %tile Q(veh) - - 7.9 0.5 -
HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Intersection
Intersection Delay, s/veh 314.9
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 38 68 23 497 144 57 27 574 155 36 728 11 Future Vol, veh/h 38 68 23 497 144 57 27 574 155 36 728 11 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 111111333222
Mvmt Flow 42 75 25 546 158 63 30 631 170 40 800 12
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 20.9 152.3 398.5 428.7

HCM LOS C F F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 4% 100% 0% 100% 0% 5%
Vol Thru, % 76% 0% 75% 0% 72% 94%
Vol Right, % 21% 0% 25% 0% 28% 1%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 756 38 91 497 201 775
LT Vol 27 38 0 497 0 36
Through Vol 574 0 68 0 144 728
RT Vol 155 0 23 0 57 11
Lane Flow Rate 831 42 100 546 221 852
Geometry Grp 277772
Degree of Util (X) 1.809 0.118 0.265 1.343 0.5 1.878
Departure Headway (Hd) 10.112 14.643 13.913 11.343 10.597 10.085 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 366 246 260 328 342 366
Service Time 8.112 12.343 11.613 9.043 8.297 8.085
HCM Lane V/C Ratio 2.27 0.171 0.385 1.665 0.646 2.328
HCM Control Delay 398.5 19.3 21.6 204.4 23.4 428.7
HCM Lane LOS F C C F C F
HCM 95th-tile Q 41.8 0.4 1 21.2 2.7 44.8
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 109 0 115 0 665 856 0 379 824 Future Volume (veh/h) 0 0 0 109 0 115 0 665 856 0 379 824 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1870 0 1870 1870 0 1885 1885 Adj Flow Rate, veh/h 120 0 126 0 731 0 0 416 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 102022011
Cap, veh/h 235 0 208 0 2330 0 2348
Arrive On Green 0.13 0.00 0.13 0.00 0.66 0.00 0.00 0.66 0.00 Sat Flow, veh/h 1795 0 1585 0 3647 1585 0 3676 1598
Grp Volume(v), veh/h 120 0 126 0 731 0 0 416 0
Grp Sat Flow(s),veh/h/ln 1795 0 1585 0 1777 1585 0 1791 1598 Q Serve(g_s), s 3.7 0.0 4.5 0.0 5.4 0.0 0.0 2.7 0.0
Cycle Q Clear(g_c), s 3.7 0.0 4.5 0.0 5.4 0.0 0.0 2.7 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 235 0 208 0 2330 0 2348
V/C Ratio(X) 0.51 0.00 0.61 0.00 0.31 0.00 0.18
Avail Cap(c_a), veh/h 616 0 544 0 2330 0 2348
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.71 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 24.3 0.0 24.6 0.0 4.5 0.0 0.0 4.0 0.0 Incr Delay (d2), s/veh 4.0 0.0 6.6 0.0 0.3 0.0 0.0 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 1.9 0.0 1.1 0.0 0.0 0.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.3 0.0 31.2 0.0 4.7 0.0 0.0 4.2 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 246 731 416
Approach Delay, s/veh 29.7 4.7 4.2
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 45.7 45.7 14.3
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 7.4 4.7 6.5
Green Ext Time (p_c), s 8.1 4.7 1.4
Intersection Summary
HCM 6th Ctrl Delay 9.0
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 315 0 438 0000 1171 133 105 411 0 Future Volume (veh/h) 315 0 438 0000 1171 133 105 411 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1856 1856 1870 1870 0 Adj Flow Rate, veh/h 339 0 471 0 1259 143 113 442 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 4 0 4 033220
Cap, veh/h 735 0 593 0 1735 774 225 2253 0
Arrive On Green 0.22 0.00 0.22 0.00 0.49 0.49 0.07 0.63 0.00 Sat Flow, veh/h 3401 0 2745 0 3618 1572 3456 3647 0
Grp Volume(v), veh/h 339 0 471 0 1259 143 113 442 0
Grp Sat Flow(s),veh/h/ln1700 0 1373 0 1763 1572 1728 1777 0 Q Serve(g_s), s 7.5 0.0 14.0 0.0 24.3 4.4 2.7 4.5 0.0
Cycle Q Clear(g_c), s 7.5 0.0 14.0 0.0 24.3 4.4 2.7 4.5 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 735 0 593 0 1735 774 225 2253 0
V/C Ratio(X) 0.46 0.00 0.79 0.00 0.73 0.18 0.50 0.20 0.00 Avail Cap(c_a), veh/h 791 0 638 0 1735 774 603 2253 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.68 0.68 0.99 0.99 0.00 Uniform Delay (d), s/veh 29.4 0.0 31.9 0.0 17.3 12.2 38.9 6.6 0.0 Incr Delay (d2), s/veh 1.9 0.0 10.2 0.0 1.8 0.4 0.6 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 0.0 5.3 0.0 8.8 1.4 1.1 1.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.3 0.0 42.1 0.0 19.1 12.6 39.5 6.8 0.0 LnGrp LOS C A D A B B D A A
Approach Vol, veh/h 810 1402 555
Approach Delay, s/veh 37.6 18.4 13.4
Approach LOS D B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.2 48.8 25.0 61.0
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 4.7 26.3 16.0 6.5
Green Ext Time (p_c), s 0.1 4.1 2.6 6.2
Intersection Summary
HCM 6th Ctrl Delay 23.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 114 236 49 137 177 252 123 933 179 326 466 52 Future Volume (veh/h) 114 236 49 137 177 252 123 933 179 326 466 52 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1885 1885 1885 1856 1856 1856 Adj Flow Rate, veh/h 133 274 57 159 206 293 143 1085 208 379 542 60 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 6 66666111333
Cap, veh/h 156 598 123 182 776 346 167 1473 657 429 1587 708 Arrive On Green 0.09 0.21 0.21 0.11 0.23 0.23 0.09 0.41 0.41 0.13 0.45 0.45 Sat Flow, veh/h 1725 2844 583 1725 3441 1535 1795 3582 1598 3428 3526 1572 Grp Volume(v), veh/h 133 164 167 159 206 293 143 1085 208 379 542 60 Grp Sat Flow(s),veh/h/ln1725 1721 1706 1725 1721 1535 1795 1791 1598 1714 1763 1572 Q Serve(g_s), s 10.6 11.7 12.0 12.7 6.9 25.6 11.0 35.8 12.3 15.2 14.0 3.1 Cycle Q Clear(g_c), s 10.6 11.7 12.0 12.7 6.9 25.6 11.0 35.8 12.3 15.2 14.0 3.1 Prop In Lane 1.00 0.34 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 156 362 359 182 776 346 167 1473 657 429 1587 708 V/C Ratio(X) 0.85 0.45 0.47 0.87 0.27 0.85 0.86 0.74 0.32 0.88 0.34 0.08 Avail Cap(c_a), veh/h 259 504 500 259 1008 449 269 1473 657 514 1587 708 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.94 0.94 Uniform Delay (d), s/veh 62.8 48.3 48.4 61.7 44.7 51.9 62.6 34.8 27.9 60.2 25.0 22.0 Incr Delay (d2), s/veh 6.5 2.6 2.7 15.5 0.5 16.6 7.8 3.3 1.3 12.5 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 5.2 5.3 6.3 3.0 11.2 5.3 15.9 4.9 7.2 5.8 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.2 50.8 51.1 77.2 45.2 68.5 70.3 38.2 29.2 72.7 25.6 22.2 LnGrp LOS E D D E D E E D C E C C
Approach Vol, veh/h 464 658 1436 981
Approach Delay, s/veh 56.2 63.3 40.1 43.6
Approach LOS E E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 17.6 67.9 17.6 36.9 23.1 62.5 19.7 34.7 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 13.0 16.0 12.6 27.6 17.2 37.8 14.7 14.0 Green Ext Time (p_c), s 0.1 8.7 0.1 4.0 0.3 0.0 0.1 4.1 Intersection Summary
HCM 6th Ctrl Delay 47.5
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
7: Armstrong Avenue & McKinley Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Intersection
Int Delay, s/veh 17.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 130 9 49 102 62 28 316 31 53 768 0 Future Vol, veh/h 0 130 9 49 102 62 28 316 31 53 768 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222333111
Mvmt Flow 0 141 10 53 111 67 30 343 34 58 835 0

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1460 1388 835 1447 1371 360 835 0 0 377 0 0 Stage 1 951 951 - 420 420 -------
Stage 2 509 437 - 1027 951 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.13 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.227 - - 2.209 - - Pot Cap-1 Maneuver 107 143 368 109 146 684 794 - - 1187 - - Stage 1 312 338 - 611 589 -------
Stage 2 547 579 - 283 338 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 22 ~ 124 368 - 126 684 794 - - 1187 - - Mov Cap-2 Maneuver 22 ~ 124 - - 126 -------
Stage 1 297 307 - 582 561 -------
Stage 2 377 551 - 135 307 -------

Approach EB WB NB SB
HCM Control Delay, s 194.9 0.7 0.5

HCM LOS F -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 794 - - 130 - 1187 - -
HCM Lane V/C Ratio 0.038 - - 1.162 - 0.049 - -
HCM Control Delay (s) 9.7 0 - 194.9 - 8.2 0 -
HCM Lane LOS A A - F - A A -
HCM 95th %tile Q(veh) 0.1 - - 9 - 0.2 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 8 20 63 8 18 5 280 21 3 814 43
Future Vol, veh/h 26 8 20 63 8 18 5 280 21 3 814 43
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 22111222111
Mvmt Flow 29 9 22 69 9 20 5 308 23 3 895 47

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1269 1266 919 1270 1278 320 942 0 0 331 0 0 Stage 1 925 925 - 330 330 -------
Stage 2 344 341 - 940 948 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 145 169 329 146 167 723 728 - - 1234 - - Stage 1 323 348 - 685 648 -------
Stage 2 671 639 - 318 341 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 134 167 329 130 165 723 728 - - 1234 - - Mov Cap-2 Maneuver 134 167 - 130 165 -------
Stage 1 321 347 - 680 643 -------
Stage 2 639 635 - 289 340 -------

Approach EB WB NB SB
HCM Control Delay, s 31.1 58.4 0.2 0

HCM LOS D F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 728 - - 141 329 159 1234 - -
HCM Lane V/C Ratio 0.008 - - 0.265 0.067 0.615 0.003 - - HCM Control Delay (s) 10 - - 39.5 16.7 58.4 7.9 - -
HCM Lane LOS A - - E C F A - -
HCM 95th %tile Q(veh) 0 - - 1 0.2 3.3 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Near Term (2026) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.0 0.2 0.3 0.0 0.4
Denied Del/Veh (s) 0.2 1.0 2.0 0.1 0.7
Total Delay (hr) 0.7 9.8 6.4 22.0 38.9
Total Del/Veh (s) 11.7 66.0 48.5 85.1 64.9
Stop Delay (hr) 0.5 8.8 5.5 19.7 34.5
Stop Del/Veh (s) 8.0 59.3 41.8 76.1 57.5
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 10
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 185 22 207 140 104 7 361 342 104 576 6 Future Vol, veh/h 14 185 22 207 140 104 7 361 342 104 576 6 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 2 22333666111
Mvmt Flow 16 215 26 241 163 121 8 420 398 121 670 7

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1693 1750 674 1671 1554 619 677 0 0 818 0 0 Stage 1 916 916 - 635 635 -------
Stage 2 777 834 - 1036 919 -------
Critical Hdwy 7.12 6.52 6.22 7.13 6.53 6.23 4.16 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.13 5.53 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.13 5.53 -------
Follow-up Hdwy 3.518 4.018 3.318 3.527 4.027 3.327 2.254 - - 2.209 - - Pot Cap-1 Maneuver 74 ~ 86 455 ~ 76 ~ 113 487 896 - - 815 - - Stage 1 326 351 - 465 471 -------
Stage 2 390 383 - 278 349 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 73 455 - ~ 95 487 896 - - 815 - - Mov Cap-2 Maneuver - ~ 73 - - ~ 95 -------
Stage 1 323 299 - 461 467 -------
Stage 2 189 380 - ~ 63 297 -------

Approach EB WB NB SB
HCM Control Delay, s 0.1 1.5

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 896 - - - 80 - 95 487 815 - -
HCM Lane V/C Ratio 0.009 - - - 3.009 - 1.714 0.248 0.148 - - HCM Control Delay (s) 9.1 - - - $ 1016.9 - $ 438 14.8 10.2 - - HCM Lane LOS A - - - F - F B B - -
HCM 95th %tile Q(veh) 0 - - - 23.9 - 13.1 1 0.5 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 11
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 061004 6 7 800 6 4 6 6 7
Future Vol, veh/h 21 061004 6 7 800 6 4 6 6 7
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 5 55000444111
Mvmt Flow 24 071005 7 7 900 7 4 3 7 7

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1571 1571 782 1574 1609 779 820 0 0 779 0 0 Stage 1 782 782 - 789 789 -------
Stage 2 789 789 - 785 820 -------
Critical Hdwy 7.15 6.55 6.25 7.1 6.5 6.2 4.14 - - 4.11 - - Critical Hdwy Stg 1 6.15 5.55 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.15 5.55 - 6.1 5.5 -------
Follow-up Hdwy 3.545 4.045 3.345 3.5 4 3.3 2.236 - - 2.209 - - Pot Cap-1 Maneuver 88 109 390 90 106 399 800 - - 842 - - Stage 1 383 401 - 387 405 -------
Stage 2 379 398 - 389 392 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 87 108 390 88 105 399 800 - - 842 - - Mov Cap-2 Maneuver 87 108 - 88 105 -------
Stage 1 379 401 - 383 401 -------
Stage 2 375 394 - 382 392 -------

Approach EB WB NB SB
HCM Control Delay, s 53.1 46.5 0.1 0

HCM LOS F E

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 800 - - 105 88 842 - -
HCM Lane V/C Ratio 0.006 - - 0.296 0.013 - - -
HCM Control Delay (s) 9.5 0 - 53.1 46.5 0 - -
HCM Lane LOS A A - F E A - -
HCM 95th %tile Q(veh) 0 - - 1.1 0 0 - -
HCM 6th TWSC Tract Map 6360 Project
12: Armstrong Avenue & Project Driveway 1 Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 12
Intersection
Int Delay, s/veh 1.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 43 54 336 15 19 743
Future Vol, veh/h 43 54 336 15 19 743
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 03001
Mvmt Flow 47 59 365 16 21 808

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1223 373 0 0 381 0
Stage 1 373 -----
Stage 2 850 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 200 678 - - 1189 -
Stage 1 701 -----
Stage 2 422 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 194 678 - - 1189 -
Mov Cap-2 Maneuver 194 -----
Stage 1 701 -----
Stage 2 408 -----

Approach WB NB SB
HCM Control Delay, s 21.5 0 0.2

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 322 1189 -
HCM Lane V/C Ratio - - 0.327 0.017 -
HCM Control Delay (s) - - 21.5 8.1 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 1.4 0.1 -
HCM 6th TWSC Tract Map 6360 Project
13: McKinley Avenue & Project Driveway 2 Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 13
Intersection
Int Delay, s/veh 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 22 191 150 4 10 63
Future Vol, veh/h 22 191 150 4 10 63
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 22000
Mvmt Flow 24 208 163 4 11 68

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 167 0 - 0 421 165
Stage 1 - - - - 165 -
Stage 2 - - - - 256 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1423 - - - 593 885
Stage 1 - - - - 869 -
Stage 2 - - - - 791 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1423 - - - 582 885
Mov Cap-2 Maneuver - - - - 582 -
Stage 1 - - - - 852 -
Stage 2 - - - - 791 -

Approach EB WB SB
HCM Control Delay, s 0.8 0 9.8

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1423 - - - 826
HCM Lane V/C Ratio 0.017 - - - 0.096
HCM Control Delay (s) 7.6 0 - - 9.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.3
HCM 6th TWSC Tract Map 6360 Project
1: Fowler Avenue & McKinley Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Intersection
Int Delay, s/veh 1.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 35 924 10 53 708
Future Vol, veh/h 13 35 924 10 53 708
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22233
Mvmt Flow 14 38 1004 11 58 770

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1896 1010 0 0 1015 0
Stage 1 1010 -----
Stage 2 886 -----
Critical Hdwy 6.42 6.22 - - 4.13 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.227 -
Pot Cap-1 Maneuver 76 291 - - 679 -
Stage 1 352 -----
Stage 2 403 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 65 291 - - 679 -
Mov Cap-2 Maneuver 65 -----
Stage 1 352 -----
Stage 2 343 -----

Approach WB NB SB
HCM Control Delay, s 41.3 0 0.8

HCM LOS E

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 150 679 -
HCM Lane V/C Ratio - - 0.348 0.085 -
HCM Control Delay (s) - - 41.3 10.8 0
HCM Lane LOS - - E B A
HCM 95th %tile Q(veh) - - 1.4 0.3 -
HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Intersection
Int Delay, s/veh 49.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 104 100 834 85 102 619
Future Vol, veh/h 104 100 834 85 102 619
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 62233
Mvmt Flow 106 102 851 87 104 632

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1735 895 0 0 938 0
Stage 1 895 -----
Stage 2 840 -----
Critical Hdwy 6.46 6.26 - - 4.13 -
Critical Hdwy Stg 1 5.46 -----
Critical Hdwy Stg 2 5.46 -----
Follow-up Hdwy 3.554 3.354 - - 2.227 -
Pot Cap-1 Maneuver ~ 94 334 - - 726 -
Stage 1 393 -----
Stage 2 417 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 73 334 - - 726 -
Mov Cap-2 Maneuver ~ 73 -----
Stage 1 393 -----
Stage 2 325 -----

Approach WB NB SB
HCM Control Delay, s$ 439.3 0 1.5

HCM LOS F

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 118 726 -
HCM Lane V/C Ratio - - 1.764 0.143 -
HCM Control Delay (s) - -$ 439.3 10.8 0
HCM Lane LOS - - F B A
HCM 95th %tile Q(veh) - - 16.1 0.5 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Intersection
Intersection Delay, s/veh 275.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 139 124 43 272 86 93 6 652 185 30 661 15 Future Vol, veh/h 139 124 43 272 86 93 6 652 185 30 661 15 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles, % 222222333444
Mvmt Flow 140 125 43 275 87 94 6 659 187 30 668 15
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 24 34.1 450.9 328.6

HCM LOS C D F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 1% 100% 0% 100% 0% 4%
Vol Thru, % 77% 0% 74% 0% 48% 94%
Vol Right, % 22% 0% 26% 0% 52% 2%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 843 139 167 272 179 706
LT Vol 6 139 0 272 0 30
Through Vol 652 0 124 0 86 661
RT Vol 185 0 43 0 93 15
Lane Flow Rate 852 140 169 275 181 713
Geometry Grp 277772
Degree of Util (X) 1.931 0.385 0.431 0.723 0.432 1.646
Departure Headway (Hd) 9.692 13.131 12.4 12.388 11.463 10.424 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 383 277 294 294 316 357
Service Time 7.692 10.831 10.1 10.088 9.163 8.424
HCM Lane V/C Ratio 2.225 0.505 0.575 0.935 0.573 1.997
HCM Control Delay 450.9 23.8 24.2 41.7 22.6 328.6
HCM Lane LOS F C C E C F
HCM 95th-tile Q 48.7 1.7 2.1 5.2 2.1 34.1
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 126 0 108 0 776 469 0 534 397 Future Volume (veh/h) 0 0 0 126 0 108 0 776 469 0 534 397 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1870 1870 0 1856 1856 Adj Flow Rate, veh/h 137 0 117 0 843 0 0 580 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 404022033
Cap, veh/h 230 0 205 0 2329 0 2310
Arrive On Green 0.13 0.00 0.13 0.00 0.66 0.00 0.00 0.66 0.00 Sat Flow, veh/h 1753 0 1560 0 3647 1585 0 3618 1572
Grp Volume(v), veh/h 137 0 117 0 843 0 0 580 0
Grp Sat Flow(s),veh/h/ln 1753 0 1560 0 1777 1585 0 1763 1572 Q Serve(g_s), s 4.4 0.0 4.2 0.0 6.4 0.0 0.0 4.1 0.0
Cycle Q Clear(g_c), s 4.4 0.0 4.2 0.0 6.4 0.0 0.0 4.1 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 230 0 205 0 2329 0 2310
V/C Ratio(X) 0.59 0.00 0.57 0.00 0.36 0.00 0.25
Avail Cap(c_a), veh/h 602 0 536 0 2329 0 2310
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.80 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 24.6 0.0 24.5 0.0 4.7 0.0 0.0 4.3 0.0 Incr Delay (d2), s/veh 5.7 0.0 5.8 0.0 0.4 0.0 0.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 1.8 0.0 1.3 0.0 0.0 0.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.2 0.0 30.3 0.0 5.0 0.0 0.0 4.5 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 254 843 580
Approach Delay, s/veh 30.2 5.0 4.5
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 45.7 45.7 14.3
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 8.4 6.1 6.4
Green Ext Time (p_c), s 9.1 6.6 1.5
Intersection Summary
HCM 6th Ctrl Delay 8.7
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 453 0 826 0000 7 6 6 1 2 9 1 2 8 5 3 90 Future Volume (veh/h) 453 0 826 0000 7 6 6 1 2 9 1 2 8 5 3 90 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 498 0 908 0 842 142 141 592 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 810 0 654 0 1682 750 233 2194 0
Arrive On Green 0.23 0.00 0.23 0.00 0.47 0.47 0.07 0.62 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 498 0 908 0 842 142 141 592 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 11.0 0.0 20.0 0.0 14.1 4.5 3.4 6.6 0.0
Cycle Q Clear(g_c), s 11.0 0.0 20.0 0.0 14.1 4.5 3.4 6.6 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 810 0 654 0 1682 750 233 2194 0
V/C Ratio(X) 0.61 0.00 1.39 0.00 0.50 0.19 0.61 0.27 0.00 Avail Cap(c_a), veh/h 810 0 654 0 1682 750 603 2194 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.89 0.89 0.97 0.97 0.00 Uniform Delay (d), s/veh 29.6 0.0 33.0 0.0 15.6 13.1 39.0 7.6 0.0 Incr Delay (d2), s/veh 3.3 0.0 184.2 0.0 1.0 0.5 0.9 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 0.0 23.2 0.0 5.2 1.5 1.4 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.9 0.0 217.2 0.0 16.6 13.6 39.9 7.8 0.0 LnGrp LOS C A F A B B D A A
Approach Vol, veh/h 1406 984 733
Approach Delay, s/veh 151.9 16.2 14.0
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.4 47.2 26.4 59.6
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 5.4 16.1 22.0 8.6
Green Ext Time (p_c), s 0.1 8.7 0.0 8.8
Intersection Summary
HCM 6th Ctrl Delay 76.8
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 96 202 73 144 173 227 84 569 140 325 851 80 Future Volume (veh/h) 96 202 73 144 173 227 84 569 140 325 851 80 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 105 222 80 158 190 249 92 625 154 357 935 88 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 22222222111
Cap, veh/h 128 421 147 182 688 307 114 1668 744 409 1898 847 Arrive On Green 0.07 0.16 0.16 0.10 0.19 0.19 0.06 0.47 0.47 0.12 0.53 0.53 Sat Flow, veh/h 1781 2581 904 1781 3554 1585 1781 3554 1585 3483 3582 1598 Grp Volume(v), veh/h 105 151 151 158 190 249 92 625 154 357 935 88 Grp Sat Flow(s),veh/h/ln1781 1777 1708 1781 1777 1585 1781 1777 1585 1742 1791 1598 Q Serve(g_s), s 8.1 10.9 11.4 12.2 6.4 21.0 7.1 15.9 8.0 14.1 23.2 3.8 Cycle Q Clear(g_c), s 8.1 10.9 11.4 12.2 6.4 21.0 7.1 15.9 8.0 14.1 23.2 3.8 Prop In Lane 1.00 0.53 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 128 290 279 182 688 307 114 1668 744 409 1898 847 V/C Ratio(X) 0.82 0.52 0.54 0.87 0.28 0.81 0.81 0.37 0.21 0.87 0.49 0.10 Avail Cap(c_a), veh/h 267 520 500 267 1041 464 267 1668 744 522 1898 847 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 0.75 0.75 Uniform Delay (d), s/veh 64.1 53.6 53.8 61.9 48.1 54.0 64.7 23.9 21.8 60.8 20.9 16.4 Incr Delay (d2), s/veh 4.9 4.2 4.7 13.2 0.6 13.6 5.0 0.6 0.6 8.3 0.7 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 5.1 5.2 6.1 2.8 9.4 3.4 6.7 3.0 6.6 9.5 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.0 57.7 58.5 75.1 48.7 67.6 69.7 24.6 22.5 69.0 21.6 16.5 LnGrp LOS E E E E D E E C C E C B
Approach Vol, veh/h 407 597 871 1380
Approach Delay, s/veh 60.9 63.6 29.0 33.6
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.5 79.1 14.9 32.4 22.0 70.6 19.2 28.1 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 9.1 25.2 10.1 23.0 16.1 17.9 14.2 13.4 Green Ext Time (p_c), s 0.1 9.0 0.1 4.1 0.3 10.0 0.1 3.7 Intersection Summary
HCM 6th Ctrl Delay 41.3
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
7: Armstrong Avenue & McKinley Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 33 30 29 35 40 13 579 43 52 338 0
Future Vol, veh/h 0 33 30 29 35 40 13 579 43 52 338 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222333
Mvmt Flow 0 36 33 32 38 43 14 629 47 57 367 0

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1202 1185 367 1197 1162 653 367 0 0 676 0 0 Stage 1 481 481 - 681 681 -------
Stage 2 721 704 - 516 481 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 161 189 678 163 195 467 1192 - - 911 - - Stage 1 566 554 - 440 450 -------
Stage 2 419 440 - 542 554 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 113 171 678 121 176 467 1192 - - 911 - - Mov Cap-2 Maneuver 113 171 - 121 176 -------
Stage 1 555 510 - 432 441 -------
Stage 2 341 432 - 442 510 -------

Approach EB WB NB SB
HCM Control Delay, s 23.2 44.9 0.2 1.2

HCM LOS C E

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1192 - - 266 198 911 - -
HCM Lane V/C Ratio 0.012 - - 0.257 0.571 0.062 - -
HCM Control Delay (s) 8.1 0 - 23.2 44.9 9.2 0 -
HCM Lane LOS A A - C E A A -
HCM 95th %tile Q(veh) 0 - - 1 3.1 0.2 - -
HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 6 5 17 4 12 8 611 33 12 341 30
Future Vol, veh/h 42 6 5 17 4 12 8 611 33 12 341 30
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 1 11222222333
Mvmt Flow 45 6 5 18 4 13 9 657 35 13 367 32

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1110 1119 383 1108 1118 675 399 0 0 692 0 0 Stage 1 409 409 - 693 693 -------
Stage 2 701 710 - 415 425 -------
Critical Hdwy 7.11 6.51 6.21 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.11 5.51 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.11 5.51 - 6.12 5.52 -------
Follow-up Hdwy 3.509 4.009 3.309 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 187 208 667 187 207 454 1160 - - 898 - - Stage 1 621 598 - 434 445 -------
Stage 2 431 438 - 615 586 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 176 203 667 178 202 454 1160 - - 898 - - Mov Cap-2 Maneuver 176 203 - 178 202 -------
Stage 1 616 590 - 431 441 -------
Stage 2 411 434 - 595 578 -------

Approach EB WB NB SB
HCM Control Delay, s 31 23.2 0.1 0.3

HCM LOS D C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1160 - - 179 667 233 898 - -
HCM Lane V/C Ratio 0.007 - - 0.288 0.008 0.152 0.014 - - HCM Control Delay (s) 8.1 - - 33.1 10.4 23.2 9.1 - -
HCM Lane LOS A - - D B C A - -
HCM 95th %tile Q(veh) 0 - - 1.1 0 0.5 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Near Term (2026) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.1 0.1 16.0 0.0 16.2
Denied Del/Veh (s) 0.7 1.6 94.1 0.0 35.5
Total Delay (hr) 1.5 1.6 30.5 1.4 35.0
Total Del/Veh (s) 15.9 17.6 185.3 13.8 77.1
Stop Delay (hr) 1.1 1.1 31.1 0.9 34.2
Stop Del/Veh (s) 11.7 12.1 188.9 9.3 75.4
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 10
Intersection
Int Delay, s/veh 56.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 38 14 113 52 53 24 508 107 103 448 17 Future Vol, veh/h 11 38 14 113 52 53 24 508 107 103 448 17 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 2 22111222111
Mvmt Flow 13 43 16 128 59 60 27 577 122 117 509 19

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1505 1506 519 1474 1454 638 528 0 0 699 0 0 Stage 1 753 753 - 692 692 -------
Stage 2 752 753 - 782 762 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 100 121 557 ~ 105 131 478 1039 - - 902 - - Stage 1 402 417 - 436 447 -------
Stage 2 402 417 - 389 415 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 45 102 557 ~ 61 111 478 1039 - - 902 - - Mov Cap-2 Maneuver 45 102 - ~ 61 111 -------
Stage 1 392 363 - 425 435 -------
Stage 2 296 406 - 290 361 -------

Approach EB WB NB SB
HCM Control Delay, s 63.8 $ 359.8 0.3 1.7

HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1039 - - 45 131 61 111 478 902 - -
HCM Lane V/C Ratio 0.026 - - 0.278 0.451 2.105 0.532 0.126 0.13 - - HCM Control Delay (s) 8.6 - - 113.3 53.3$ 655.8 69.5 13.6 9.6 - - HCM Lane LOS A - - FFFFBA - -
HCM 95th %tile Q(veh) 0.1 - - 0.9 2 12.3 2.5 0.4 0.4 - - Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 11
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 10 1003 6 1 701 5 2 0 2 1
Future Vol, veh/h 15 0 10 1003 6 1 701 5 2 0 2 1
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 16 0 11 1003 6 4 901 5 4 7 2 2

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1215 1215 558 1221 1226 649 569 0 0 649 0 0 Stage 1 560 560 - 655 655 -------
Stage 2 655 655 - 566 571 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 160 183 533 158 180 473 1003 - - 942 - - Stage 1 516 514 - 458 466 -------
Stage 2 458 466 - 513 508 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 159 182 533 154 179 473 1003 - - 942 - - Mov Cap-2 Maneuver 159 182 - 154 179 -------
Stage 1 513 513 - 456 464 -------
Stage 2 456 464 - 502 507 -------

Approach EB WB NB SB
HCM Control Delay, s 23.5 28.5 0 0

HCM LOS C D

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1003 - - 221 154 942 - -
HCM Lane V/C Ratio 0.003 - - 0.119 0.007 0.001 - -
HCM Control Delay (s) 8.6 0 - 23.5 28.5 8.8 0 -
HCM Lane LOS A A - C D A A -
HCM 95th %tile Q(veh) 0 - - 0.4 0 0 - -
HCM 6th TWSC Tract Map 6360 Project
12: Armstrong Avenue & Project Driveway 1 Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 12
Intersection
Int Delay, s/veh 1.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 29 36 561 48 61 355
Future Vol, veh/h 29 36 561 48 61 355
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 02003
Mvmt Flow 32 39 610 52 66 386

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1154 636 0 0 662 0
Stage 1 636 -----
Stage 2 518 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 220 481 - - 936 -
Stage 1 531 -----
Stage 2 602 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 200 481 - - 936 -
Mov Cap-2 Maneuver 200 -----
Stage 1 531 -----
Stage 2 548 -----

Approach WB NB SB
HCM Control Delay, s 20.9 0 1.3

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 296 936 -
HCM Lane V/C Ratio - - 0.239 0.071 -
HCM Control Delay (s) - - 20.9 9.1 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 0.9 0.2 -
HCM 6th TWSC Tract Map 6360 Project
13: McKinley Avenue & Project Driveway 2 Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 13
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 71 55 62 12 7 42
Future Vol, veh/h 71 55 62 12 7 42
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 22000
Mvmt Flow 77 60 67 13 8 46

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 80 0 - 0 288 74
Stage 1 - - - - 74 -
Stage 2 - - - - 214 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1531 - - - 707 993
Stage 1 - - - - 954 -
Stage 2 - - - - 826 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1531 - - - 670 993
Mov Cap-2 Maneuver - - - - 670 -
Stage 1 - - - - 904 -
Stage 2 - - - - 826 -

Approach EB WB SB
HCM Control Delay, s 4.2 0 9.1

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1531 - - - 929
HCM Lane V/C Ratio 0.05 - - - 0.057
HCM Control Delay (s) 7.5 0 - - 9.1
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.2 - - - 0.2
HCM 6th TWSC Tract Map 6360 Project
1: Fowler Avenue & McKinley Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 49 31 144 362 141 103 273 633 47 104 826 26 Future Vol, veh/h 49 31 144 362 141 103 273 633 47 104 826 26 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222444111
Mvmt Flow 53 34 157 393 153 112 297 688 51 113 898 28

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2578 2471 912 2542 2460 714 926 0 0 739 0 0 Stage 1 1138 1138 - 1308 1308 -------
Stage 2 1440 1333 - 1234 1152 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.14 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.236 - - 2.209 - - Pot Cap-1 Maneuver ~ 17 ~ 30 332 ~ 18 ~ 31 431 730 - - 872 - - Stage 1 245 276 - ~ 196 229 -------
Stage 2 165 223 - ~ 216 272 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 7 332 - ~ 7 431 730 - - 872 - -
Mov Cap-2 Maneuver - ~ 7 - - ~ 7 -------
Stage 1 74 202 - ~ 59 ~ 69 -------
Stage 2 - 68 - ~ 70 199 -------

Approach EB WB NB SB
HCM Control Delay, s 3.8 1.1

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 730 ---- 8 7 2--
HCM Lane V/C Ratio 0.406 ---- 0.13 - -
HCM Control Delay (s) 13.3 0 - - - 9.7 0 -
HCM Lane LOS B A - - - A A -
HCM 95th %tile Q(veh) 2 ---- 0 . 4--
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Intersection
Int Delay, s/veh 22
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 74 75 600 108 138 749
Future Vol, veh/h 74 75 600 108 138 749
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 5 54411
Mvmt Flow 76 77 619 111 142 772

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1731 675 0 0 730 0
Stage 1 675 -----
Stage 2 1056 -----
Critical Hdwy 6.45 6.25 - - 4.11 -
Critical Hdwy Stg 1 5.45 -----
Critical Hdwy Stg 2 5.45 -----
Follow-up Hdwy 3.545 3.345 - - 2.209 -
Pot Cap-1 Maneuver 95 449 - - 879 -
Stage 1 500 -----
Stage 2 330 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 68 449 - - 879 -
Mov Cap-2 Maneuver ~ 68 -----
Stage 1 500 -----
Stage 2 237 -----

Approach WB NB SB
HCM Control Delay, s 248.5 0 1.5

HCM LOS F

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 119 879 -
HCM Lane V/C Ratio - - 1.291 0.162 -
HCM Control Delay (s) - - 248.5 9.9 0
HCM Lane LOS - - F A A
HCM 95th %tile Q(veh) - - 10.1 0.6 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Intersection
Intersection Delay, s/veh 341.7
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 39 98 24 477 314 78 33 602 147 38 762 48 Future Vol, veh/h 39 98 24 477 314 78 33 602 147 38 762 48 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 111111333222
Mvmt Flow 42 107 26 518 341 85 36 654 160 41 828 52
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 23.2 141.3 439.8 517.1

HCM LOS C F F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 4% 100% 0% 100% 0% 4%
Vol Thru, % 77% 0% 80% 0% 80% 90%
Vol Right, % 19% 0% 20% 0% 20% 6%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 782 39 122 477 392 848
LT Vol 33 39 0 477 0 38
Through Vol 602 0 98 0 314 762
RT Vol 147 0 24 0 78 48
Lane Flow Rate 850 42 133 518 426 922
Geometry Grp 277772
Degree of Util (X) 1.902 0.12 0.353 1.299 0.991 2.079
Departure Headway (Hd) 10.278 14.833 14.145 11.982 11.296 10.007 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 365 243 256 306 324 378
Service Time 8.278 12.533 11.845 9.682 8.996 8.007
HCM Lane V/C Ratio 2.329 0.173 0.52 1.693 1.315 2.439
HCM Control Delay 439.8 19.5 24.4 189.3 83 517.1
HCM Lane LOS F C C F F F
HCM 95th-tile Q 45 0.4 1.5 19 10.7 53.7
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 121 0 121 0 665 879 0 401 837 Future Volume (veh/h) 0 0 0 121 0 121 0 665 879 0 401 837 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1870 0 1870 1870 0 1885 1885 Adj Flow Rate, veh/h 132 0 132 0 723 0 0 436 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 102022011
Cap, veh/h 244 0 216 0 2312 0 2330
Arrive On Green 0.14 0.00 0.14 0.00 0.65 0.00 0.00 0.65 0.00 Sat Flow, veh/h 1795 0 1585 0 3647 1585 0 3676 1598
Grp Volume(v), veh/h 132 0 132 0 723 0 0 436 0
Grp Sat Flow(s),veh/h/ln 1795 0 1585 0 1777 1585 0 1791 1598 Q Serve(g_s), s 4.1 0.0 4.7 0.0 5.4 0.0 0.0 2.9 0.0
Cycle Q Clear(g_c), s 4.1 0.0 4.7 0.0 5.4 0.0 0.0 2.9 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 244 0 216 0 2312 0 2330
V/C Ratio(X) 0.54 0.00 0.61 0.00 0.31 0.00 0.19
Avail Cap(c_a), veh/h 616 0 544 0 2312 0 2330
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.67 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 24.2 0.0 24.4 0.0 4.6 0.0 0.0 4.2 0.0 Incr Delay (d2), s/veh 4.3 0.0 6.5 0.0 0.2 0.0 0.0 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 2.0 0.0 1.1 0.0 0.0 0.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.5 0.0 30.9 0.0 4.8 0.0 0.0 4.3 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 264 723 436
Approach Delay, s/veh 29.7 4.8 4.3
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 45.4 45.4 14.6
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 7.4 4.9 6.7
Green Ext Time (p_c), s 8.0 4.9 1.6
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 321 0 487 0000 1223 140 110 412 0 Future Volume (veh/h) 321 0 487 0000 1223 140 110 412 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1856 1856 1870 1870 0 Adj Flow Rate, veh/h 345 0 524 0 1315 151 118 443 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 4 0 4 033220
Cap, veh/h 765 0 617 0 1702 759 227 2222 0
Arrive On Green 0.22 0.00 0.22 0.00 0.48 0.48 0.07 0.63 0.00 Sat Flow, veh/h 3401 0 2745 0 3618 1572 3456 3647 0
Grp Volume(v), veh/h 345 0 524 0 1315 151 118 443 0
Grp Sat Flow(s),veh/h/ln1700 0 1373 0 1763 1572 1728 1777 0 Q Serve(g_s), s 7.5 0.0 15.7 0.0 26.5 4.7 2.8 4.6 0.0
Cycle Q Clear(g_c), s 7.5 0.0 15.7 0.0 26.5 4.7 2.8 4.6 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 765 0 617 0 1702 759 227 2222 0
V/C Ratio(X) 0.45 0.00 0.85 0.00 0.77 0.20 0.52 0.20 0.00 Avail Cap(c_a), veh/h 791 0 638 0 1702 759 603 2222 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.69 0.69 0.98 0.98 0.00 Uniform Delay (d), s/veh 28.8 0.0 31.9 0.0 18.3 12.7 38.9 6.9 0.0 Incr Delay (d2), s/veh 1.8 0.0 13.4 0.0 2.4 0.4 0.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 0.0 6.1 0.0 9.8 1.6 1.2 1.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.5 0.0 45.3 0.0 20.8 13.1 39.5 7.1 0.0 LnGrp LOS C A D A C B D A A
Approach Vol, veh/h 869 1466 561
Approach Delay, s/veh 39.4 20.0 13.9
Approach LOS D B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.2 48.0 25.7 60.3
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 4.8 28.5 17.7 6.6
Green Ext Time (p_c), s 0.1 2.3 1.6 6.2
Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 120 244 53 144 258 266 155 977 188 342 469 55 Future Volume (veh/h) 120 244 53 144 258 266 155 977 188 342 469 55 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1885 1885 1885 1856 1856 1856 Adj Flow Rate, veh/h 130 265 58 157 280 289 168 1062 204 372 510 60 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 6 66666111333
Cap, veh/h 153 596 128 180 783 349 192 1479 660 422 1538 686 Arrive On Green 0.09 0.21 0.21 0.10 0.23 0.23 0.11 0.41 0.41 0.12 0.44 0.44 Sat Flow, veh/h 1725 2816 606 1725 3441 1535 1795 3582 1598 3428 3526 1572 Grp Volume(v), veh/h 130 160 163 157 280 289 168 1062 204 372 510 60 Grp Sat Flow(s),veh/h/ln1725 1721 1702 1725 1721 1535 1795 1791 1598 1714 1763 1572 Q Serve(g_s), s 10.4 11.3 11.7 12.6 9.6 25.1 12.9 34.6 12.0 14.9 13.4 3.1 Cycle Q Clear(g_c), s 10.4 11.3 11.7 12.6 9.6 25.1 12.9 34.6 12.0 14.9 13.4 3.1 Prop In Lane 1.00 0.36 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 153 364 360 180 783 349 192 1479 660 422 1538 686 V/C Ratio(X) 0.85 0.44 0.45 0.87 0.36 0.83 0.87 0.72 0.31 0.88 0.33 0.09 Avail Cap(c_a), veh/h 259 504 498 259 1008 449 269 1479 660 514 1538 686 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 Uniform Delay (d), s/veh 62.9 48.0 48.1 61.8 45.5 51.5 61.6 34.3 27.7 60.4 26.0 23.1 Incr Delay (d2), s/veh 5.3 2.4 2.6 14.9 0.8 14.8 15.7 3.0 1.2 11.8 0.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 5.0 5.1 6.1 4.1 10.9 6.7 15.3 4.7 7.1 5.6 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.1 50.4 50.7 76.7 46.2 66.3 77.2 37.3 28.9 72.2 26.6 23.4 LnGrp LOS E D D E D E E D C E C C
Approach Vol, veh/h 453 726 1434 942
Approach Delay, s/veh 55.6 60.8 40.8 44.4
Approach LOS E E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 19.6 66.0 17.3 37.1 22.8 62.7 19.5 34.9 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 14.9 15.4 12.4 27.1 16.9 36.6 14.6 13.7 Green Ext Time (p_c), s 0.1 8.3 0.1 4.7 0.3 0.0 0.1 4.0 Intersection Summary
HCM 6th Ctrl Delay 47.7
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
7: Armstrong Avenue & McKinley Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 135 9 117 294 35 29 318 20 41 767 112 Future Vol, veh/h 26 135 9 117 294 35 29 318 20 41 767 112 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222333111
Mvmt Flow 28 147 10 127 320 38 32 346 22 45 834 122

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1585 1417 895 1485 1467 357 956 0 0 368 0 0 Stage 1 985 985 - 421 421 -------
Stage 2 600 432 - 1064 1046 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.13 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.227 - - 2.209 - - Pot Cap-1 Maneuver 88 ~ 137 339 ~ 103 ~ 128 687 715 - - 1196 - - Stage 1 299 326 - 610 589 -------
Stage 2 488 582 - 270 ~ 305 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 119 339 - ~ 111 687 715 - - 1196 - - Mov Cap-2 Maneuver - ~ 119 - - ~ 111 -------
Stage 1 282 299 - 576 556 -------
Stage 2 185 549 - ~ 122 ~ 280 -------

Approach EB WB NB SB
HCM Control Delay, s 0.8 0.4

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 715 ---- 1196 - -
HCM Lane V/C Ratio 0.044 ---- 0.037 - -
HCM Control Delay (s) 10.3 0 - - - 8.1 0 -
HCM Lane LOS B A - - - A A -
HCM 95th %tile Q(veh) 0.1 ---- 0 . 1--
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Intersection
Int Delay, s/veh 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 8 21 107 8 19 5 269 22 3 835 43
Future Vol, veh/h 26 8 21 107 8 19 5 269 22 3 835 43
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22111222111
Mvmt Flow 28 9 23 116 9 21 5 292 24 3 908 47

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1267 1264 932 1268 1275 304 955 0 0 316 0 0 Stage 1 938 938 - 314 314 -------
Stage 2 329 326 - 954 961 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 146 169 323 146 168 738 720 - - 1250 - - Stage 1 317 343 - 699 658 -------
Stage 2 684 648 - 312 336 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 135 167 323 129 166 738 720 - - 1250 - - Mov Cap-2 Maneuver 135 167 - 129 166 -------
Stage 1 315 342 - 694 653 -------
Stage 2 651 643 - 282 335 -------

Approach EB WB NB SB
HCM Control Delay, s 30.8 129.6 0.2 0

HCM LOS D F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 720 - - 141 323 148 1250 - -
HCM Lane V/C Ratio 0.008 - - 0.262 0.071 0.984 0.003 - - HCM Control Delay (s) 10 - - 39.4 17 129.6 7.9 - -
HCM Lane LOS B - - E C F A - -
HCM 95th %tile Q(veh) 0 - - 1 0.2 7.2 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Cumulative (2046) NP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.0 0.2 34.0 0.0 34.2
Denied Del/Veh (s) 0.1 1.2 230.3 0.0 78.9
Total Delay (hr) 4.6 6.0 21.8 1.8 34.2
Total Del/Veh (s) 72.6 34.8 222.4 29.9 86.9
Stop Delay (hr) 4.3 4.7 21.3 1.5 31.8
Stop Del/Veh (s) 67.7 27.6 217.2 24.4 80.8
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 10
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 40 192 14 217 146 109 102 472 359 109 1350 169 Future Vol, veh/h 40 192 14 217 146 109 102 472 359 109 1350 169 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22333666111
Mvmt Flow 43 209 15 236 159 118 111 513 390 118 1467 184

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2864 2920 1559 2837 2817 708 1651 0 0 903 0 0 Stage 1 1795 1795 - 930 930 -------
Stage 2 1069 1125 - 1907 1887 -------
Critical Hdwy 7.12 6.52 6.22 7.13 6.53 6.23 4.16 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.13 5.53 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.13 5.53 -------
Follow-up Hdwy 3.518 4.018 3.318 3.527 4.027 3.327 2.254 - - 2.209 - - Pot Cap-1 Maneuver ~ 11 ~ 15 138 ~ 11 ~ 18 433 380 - - 757 - - Stage 1 103 ~ 132 - 319 345 -------
Stage 2 268 280 - ~ 88 ~ 118 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 9 138 - ~ 11 433 380 - - 757 - - Mov Cap-2 Maneuver - ~ 9 - - ~ 11 -------
Stage 1 73 ~ 111 - ~ 226 244 -------
Stage 2 48 ~ 198 - - ~ 100 -------

Approach EB WB NB SB
HCM Control Delay, s 2 0.7

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 380 - - - 10 - 11 433 757 - -
HCM Lane V/C Ratio 0.292 - - - 22.391 - 14.427 0.274 0.157 - - HCM Control Delay (s) 18.3 - - - $ 10354.2 - $ 6707.6 16.4 10.6 - - HCM Lane LOS C - - - F - F C B - -
HCM 95th %tile Q(veh) 1.2 - - - 29.6 - 21.3 1.1 0.6 - - Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 11
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 061004 7 0 900 9 5 1 7 0
Future Vol, veh/h 23 061004 7 0 900 9 5 1 7 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 5 55000444111
Mvmt Flow 25 071004 7 7 100 1034 76

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1851 1851 1072 1855 1889 771 1110 0 0 771 0 0 Stage 1 1072 1072 - 779 779 -------
Stage 2 779 779 - 1076 1110 -------
Critical Hdwy 7.15 6.55 6.25 7.1 6.5 6.2 4.14 - - 4.11 - - Critical Hdwy Stg 1 6.15 5.55 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.15 5.55 - 6.1 5.5 -------
Follow-up Hdwy 3.545 4.045 3.345 3.5 4 3.3 2.236 - - 2.209 - - Pot Cap-1 Maneuver 56 73 264 57 71 403 622 - - 848 - -
Stage 1 263 293 - 392 409 -------
Stage 2 384 402 - 268 287 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 56 72 264 55 70 403 622 - - 848 - -
Mov Cap-2 Maneuver 56 72 - 55 70 -------
Stage 1 260 293 - 388 405 -------
Stage 2 380 398 - 261 287 -------

Approach EB WB NB SB
HCM Control Delay, s 99.5 71.8 0.1 0

HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 622 - - 67 55 848 - -
HCM Lane V/C Ratio 0.007 - - 0.47 0.02 - - -
HCM Control Delay (s) 10.8 0 - 99.5 71.8 0 - -
HCM Lane LOS B A - F F A - -
HCM 95th %tile Q(veh) 0 - - 1.9 0.1 0 - -
HCM 6th TWSC Tract Map 6360 Project
1: Fowler Avenue & McKinley Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 112 50 307 76 73 37 318 970 158 56 743 68 Future Vol, veh/h 112 50 307 76 73 37 318 970 158 56 743 68 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222333
Mvmt Flow 122 54 334 83 79 40 346 1054 172 61 808 74

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2859 2885 845 2993 2836 1140 882 0 0 1226 0 0 Stage 1 967 967 - 1832 1832 -------
Stage 2 1892 1918 - 1161 1004 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver ~ 11 ~ 16 363 ~ 8 ~ 17 245 767 - - 565 - - Stage 1 306 333 - 98 127 -------
Stage 2 ~ 90 115 - 238 320 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - 0 363 - 0 245 767 - - 565 - -
Mov Cap-2 Maneuver - 0 - - 0 -------
Stage 1 306 261 - 98 0 -------
Stage 2 - 0 - ~ 12 251 -------

Approach EB WB NB SB
HCM Control Delay, s 3 0.8

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 767 ---- 5 6 5--
HCM Lane V/C Ratio 0.451 ---- 0.108 - -
HCM Control Delay (s) 13.5 0 - - - 12.1 0 -
HCM Lane LOS B A - - - B A -
HCM 95th %tile Q(veh) 2.4 ---- 0 . 4--
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Intersection
Int Delay, s/veh 66.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 109 105 874 89 107 649
Future Vol, veh/h 109 105 874 89 107 649
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 62233
Mvmt Flow 111 107 892 91 109 662

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1818 938 0 0 983 0
Stage 1 938 -----
Stage 2 880 -----
Critical Hdwy 6.46 6.26 - - 4.13 -
Critical Hdwy Stg 1 5.46 -----
Critical Hdwy Stg 2 5.46 -----
Follow-up Hdwy 3.554 3.354 - - 2.227 -
Pot Cap-1 Maneuver ~ 84 315 - - 699 -
Stage 1 374 -----
Stage 2 399 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 63 315 - - 699 -
Mov Cap-2 Maneuver ~ 63 -----
Stage 1 374 -----
Stage 2 300 -----

Approach WB NB SB
HCM Control Delay, s$ 593.5 0 1.6

HCM LOS F

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 104 699 -
HCM Lane V/C Ratio - - 2.1 0.156 -
HCM Control Delay (s) - -$ 593.5 11.1 0
HCM Lane LOS - - F B A
HCM 95th %tile Q(veh) - - 18.7 0.6 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Intersection
Intersection Delay, s/veh 457
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 166 332 46 339 121 105 6 683 363 32 693 16 Future Vol, veh/h 166 332 46 339 121 105 6 683 363 32 693 16 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles, % 222222333444
Mvmt Flow 168 335 46 342 122 106 6 690 367 32 700 16
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 83.8 73.4 830.2 493.5

HCM LOS FFFF

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 1% 100% 0% 100% 0% 4%
Vol Thru, % 65% 0% 88% 0% 54% 94%
Vol Right, % 35% 0% 12% 0% 46% 2%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 1052 166 378 339 226 741
LT Vol 6 166 0 339 0 32
Through Vol 683 0 332 0 121 693
RT Vol 363 0 46 0 105 16
Lane Flow Rate 1063 168 382 342 228 748
Geometry Grp 277772
Degree of Util (X) 2.769 0.474 1.018 0.973 0.596 1.996
Departure Headway (Hd) 12.32 16.077 15.444 16.095 15.202 14.638 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 308 226 241 229 240 254
Service Time 10.32 13.777 13.144 13.795 12.902 12.638
HCM Lane V/C Ratio 3.451 0.743 1.585 1.493 0.95 2.945
HCM Control Delay 830.2 32.5 106.4 96.9 38.1 493.5
HCM Lane LOS F D F F E F
HCM 95th-tile Q 69 2.3 9.7 8.7 3.4 35.8
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 133 0 113 0 815 486 0 553 447 Future Volume (veh/h) 0 0 0 133 0 113 0 815 486 0 553 447 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1870 1870 0 1856 1856 Adj Flow Rate, veh/h 145 0 123 0 886 0 0 601 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 404022033
Cap, veh/h 239 0 212 0 2312 0 2293
Arrive On Green 0.14 0.00 0.14 0.00 0.65 0.00 0.00 0.65 0.00 Sat Flow, veh/h 1753 0 1560 0 3647 1585 0 3618 1572
Grp Volume(v), veh/h 145 0 123 0 886 0 0 601 0
Grp Sat Flow(s),veh/h/ln 1753 0 1560 0 1777 1585 0 1763 1572 Q Serve(g_s), s 4.7 0.0 4.4 0.0 7.0 0.0 0.0 4.3 0.0
Cycle Q Clear(g_c), s 4.7 0.0 4.4 0.0 7.0 0.0 0.0 4.3 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 239 0 212 0 2312 0 2293
V/C Ratio(X) 0.61 0.00 0.58 0.00 0.38 0.00 0.26
Avail Cap(c_a), veh/h 602 0 536 0 2312 0 2293
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.77 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 24.4 0.0 24.3 0.0 4.9 0.0 0.0 4.4 0.0 Incr Delay (d2), s/veh 5.8 0.0 5.8 0.0 0.4 0.0 0.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 1.8 0.0 1.5 0.0 0.0 0.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.2 0.0 30.1 0.0 5.3 0.0 0.0 4.7 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 268 886 601
Approach Delay, s/veh 30.1 5.3 4.7
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 45.4 45.4 14.6
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 9.0 6.3 6.7
Green Ext Time (p_c), s 9.3 6.8 1.6
Intersection Summary
HCM 6th Ctrl Delay 8.9
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 443 0 867 0000 8 5 8 1 3 5 1 3 4 5 5 20 Future Volume (veh/h) 443 0 867 0000 8 5 8 1 3 5 1 3 4 5 5 20 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 482 0 942 0 933 147 146 600 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 810 0 654 0 1681 750 234 2194 0
Arrive On Green 0.23 0.00 0.23 0.00 0.47 0.47 0.07 0.62 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 482 0 942 0 933 147 146 600 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 10.6 0.0 20.0 0.0 16.1 4.6 3.5 6.7 0.0
Cycle Q Clear(g_c), s 10.6 0.0 20.0 0.0 16.1 4.6 3.5 6.7 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 810 0 654 0 1681 750 234 2194 0
V/C Ratio(X) 0.60 0.00 1.44 0.00 0.55 0.20 0.62 0.27 0.00 Avail Cap(c_a), veh/h 810 0 654 0 1681 750 603 2194 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.81 0.81 0.97 0.97 0.00 Uniform Delay (d), s/veh 29.4 0.0 33.0 0.0 16.2 13.2 39.0 7.6 0.0 Incr Delay (d2), s/veh 3.0 0.0 206.9 0.0 1.1 0.5 1.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 0.0 25.3 0.0 6.0 1.6 1.5 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.4 0.0 239.9 0.0 17.3 13.6 40.0 7.9 0.0 LnGrp LOS C A F A B B D A A
Approach Vol, veh/h 1424 1080 746
Approach Delay, s/veh 169.7 16.8 14.2
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.4 47.2 26.4 59.6
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 5.5 18.1 22.0 8.7
Green Ext Time (p_c), s 0.1 8.4 0.0 8.9
Intersection Summary
HCM 6th Ctrl Delay 83.2
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 230 200 106 151 174 223 88 540 147 341 880 88 Future Volume (veh/h) 230 200 106 151 174 223 88 540 147 341 880 88 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 250 217 115 164 189 242 96 587 160 371 957 96 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222111
Cap, veh/h 267 532 271 188 673 300 118 1391 621 422 1625 725 Arrive On Green 0.15 0.23 0.23 0.11 0.19 0.19 0.07 0.39 0.39 0.12 0.45 0.45 Sat Flow, veh/h 1781 2277 1161 1781 3554 1585 1781 3554 1585 3483 3582 1598 Grp Volume(v), veh/h 250 167 165 164 189 242 96 587 160 371 957 96 Grp Sat Flow(s),veh/h/ln1781 1777 1661 1781 1777 1585 1781 1777 1585 1742 1791 1598 Q Serve(g_s), s 19.4 11.2 11.8 12.7 6.4 20.5 7.4 16.9 9.6 14.7 27.9 4.9 Cycle Q Clear(g_c), s 19.4 11.2 11.8 12.7 6.4 20.5 7.4 16.9 9.6 14.7 27.9 4.9 Prop In Lane 1.00 0.70 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 267 415 388 188 673 300 118 1391 621 422 1625 725 V/C Ratio(X) 0.94 0.40 0.42 0.87 0.28 0.81 0.81 0.42 0.26 0.88 0.59 0.13 Avail Cap(c_a), veh/h 267 520 487 267 1041 464 267 1391 621 522 1625 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.72 0.72 0.72 Uniform Delay (d), s/veh 58.8 45.4 45.6 61.7 48.6 54.3 64.5 31.0 28.8 60.5 28.5 22.2 Incr Delay (d2), s/veh 37.6 1.8 2.1 15.0 0.6 13.3 5.0 0.9 1.0 8.9 1.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.4 5.1 5.0 6.4 2.8 9.1 3.5 7.3 3.8 6.9 11.8 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 96.4 47.2 47.7 76.7 49.2 67.6 69.5 32.0 29.8 69.4 29.7 22.5 LnGrp LOS F D D E D E E C C E C C
Approach Vol, veh/h 582 595 843 1424
Approach Delay, s/veh 68.5 64.3 35.8 39.5
Approach LOS E E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.9 68.4 25.9 31.8 22.6 59.7 19.7 38.0 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 9.4 29.9 21.4 22.5 16.7 18.9 14.7 13.8 Green Ext Time (p_c), s 0.1 6.0 0.0 4.0 0.3 9.2 0.1 4.2 Intersection Summary
HCM 6th Ctrl Delay 47.8
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
7: Armstrong Avenue & McKinley Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Intersection
Int Delay, s/veh 40.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 76 73 32 27 61 23 14 563 167 25 329 51 Future Vol, veh/h 76 73 32 27 61 23 14 563 167 25 329 51 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222333
Mvmt Flow 83 79 35 29 66 25 15 612 182 27 358 55

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1219 1264 386 1230 1200 703 413 0 0 794 0 0 Stage 1 440 440 - 733 733 -------
Stage 2 779 824 - 497 467 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 157 169 662 154 185 438 1146 - - 823 - - Stage 1 596 578 - 412 426 -------
Stage 2 389 387 - 555 562 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 99 158 662 84 173 438 1146 - - 823 - - Mov Cap-2 Maneuver 99 158 - 84 173 -------
Stage 1 582 553 - 402 416 -------
Stage 2 301 378 - 431 538 -------

Approach EB WB NB SB
HCM Control Delay, s 269.8 84 0.2 0.6

HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1146 - - 142 153 823 - -
HCM Lane V/C Ratio 0.013 - - 1.385 0.789 0.033 - -
HCM Control Delay (s) 8.2 0 - 269.8 84 9.5 0 -
HCM Lane LOS A A - F F A A -
HCM 95th %tile Q(veh) 0 - - 12.7 5 0.1 - -
HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 6 5 23 4 13 8 561 74 13 357 30
Future Vol, veh/h 42 6 5 23 4 13 8 561 74 13 357 30
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 1 11222222333
Mvmt Flow 45 6 5 25 4 14 9 603 80 14 384 32

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1098 1129 400 1095 1105 643 416 0 0 683 0 0 Stage 1 428 428 - 661 661 -------
Stage 2 670 701 - 434 444 -------
Critical Hdwy 7.11 6.51 6.21 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.11 5.51 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.11 5.51 - 6.12 5.52 -------
Follow-up Hdwy 3.509 4.009 3.309 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 191 205 652 191 211 473 1143 - - 905 - - Stage 1 607 586 - 452 460 -------
Stage 2 448 442 - 600 575 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 179 200 652 181 206 473 1143 - - 905 - - Mov Cap-2 Maneuver 179 200 - 181 206 -------
Stage 1 602 577 - 448 456 -------
Stage 2 427 438 - 579 566 -------

Approach EB WB NB SB
HCM Control Delay, s 30.5 24.2 0.1 0.3

HCM LOS D C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1143 - - 181 652 230 905 - -
HCM Lane V/C Ratio 0.008 - - 0.285 0.008 0.187 0.015 - - HCM Control Delay (s) 8.2 - - 32.6 10.6 24.2 9 - -
HCM Lane LOS A - - D B C A - -
HCM 95th %tile Q(veh) 0 - - 1.1 0 0.7 0 - -
Tract Map 6360 Project
SimTraffic Performance Report Cumulative (2046) NP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.1 0.2 75.7 0.0 76.0
Denied Del/Veh (s) 0.4 1.3 424.7 0.0 143.1
Total Delay (hr) 5.6 4.1 43.8 0.9 54.4
Total Del/Veh (s) 35.6 30.3 291.0 14.4 107.3
Stop Delay (hr) 4.7 3.2 45.9 0.6 54.5
Stop Del/Veh (s) 30.2 23.9 305.2 9.7 107.5
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 10
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 120 39 68 119 53 56 49 1505 112 108 889 35 Future Vol, veh/h 120 39 68 119 53 56 49 1505 112 108 889 35 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22111222111
Mvmt Flow 130 42 74 129 58 61 53 1636 122 117 966 38

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3082 3083 985 3080 3041 1697 1004 0 0 1758 0 0 Stage 1 1219 1219 - 1803 1803 -------
Stage 2 1863 1864 - 1277 1238 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver ~ 7 ~ 12 301 ~ 7 ~ 13 115 690 - - 358 - - Stage 1 220 253 - ~ 102 132 -------
Stage 2 ~ 94 122 - 205 249 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 7 301 - ~ 8 115 690 - - 358 - -
Mov Cap-2 Maneuver - ~ 7 - - ~ 8 -------
Stage 1 203 170 - ~ 94 122 -------
Stage 2 ~ 22 113 - ~ 78 168 -------

Approach EB WB NB SB
HCM Control Delay, s 0.3 2.1

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 690 - - - 18 - 8 115 358 - -
HCM Lane V/C Ratio 0.077 - - - 6.461 - 7.201 0.529 0.328 - - HCM Control Delay (s) 10.7 - - - $ 2880 - $ 3695.5 67 19.9 - - HCM Lane LOS B - - - F - F F C - -
HCM 95th %tile Q(veh) 0.2 - - - 15.2 - 8.7 2.5 1.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 11
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 0 12 1003 1091 0 1 779 24
Future Vol, veh/h 16 0 12 1003 1091 0 1 779 24
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 17 0 13 1003 1148 0 1 820 25

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1989 1989 833 1995 2001 1148 845 0 0 1148 0 0 Stage 1 835 835 - 1154 1154 -------
Stage 2 1154 1154 - 841 847 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 46 62 372 46 61 244 792 - - 612 - -
Stage 1 365 386 - 242 274 -------
Stage 2 242 274 - 362 381 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 46 61 372 44 60 244 792 - - 612 - -
Mov Cap-2 Maneuver 46 61 - 44 60 -------
Stage 1 361 385 - 240 271 -------
Stage 2 240 271 - 349 380 -------

Approach EB WB NB SB
HCM Control Delay, s 82.7 88.8 0 0

HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 792 - - 74 44 612 - -
HCM Lane V/C Ratio 0.004 - - 0.398 0.024 0.002 - -
HCM Control Delay (s) 9.6 0 - 82.7 88.8 10.9 0 -
HCM Lane LOS A A - F F B A -
HCM 95th %tile Q(veh) 0 - - 1.6 0.1 0 - -
HCM 6th TWSC Tract Map 6360 Project
1: Fowler Avenue & McKinley Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 1
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 49 31 144 364 141 103 273 633 48 104 826 26 Future Vol, veh/h 49 31 144 364 141 103 273 633 48 104 826 26 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222444111
Mvmt Flow 53 34 157 396 153 112 297 688 52 113 898 28

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2579 2472 912 2542 2460 714 926 0 0 740 0 0 Stage 1 1138 1138 - 1308 1308 -------
Stage 2 1441 1334 - 1234 1152 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.14 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.236 - - 2.209 - - Pot Cap-1 Maneuver ~ 17 ~ 30 332 ~ 18 ~ 31 431 730 - - 871 - - Stage 1 245 276 - ~ 196 229 -------
Stage 2 165 223 - ~ 216 272 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 7 332 - ~ 7 431 730 - - 871 - -
Mov Cap-2 Maneuver - ~ 7 - - ~ 7 -------
Stage 1 74 202 - ~ 59 ~ 69 -------
Stage 2 - 67 - ~ 70 199 -------

Approach EB WB NB SB
HCM Control Delay, s 3.8 1.1

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 730 ---- 8 7 1--
HCM Lane V/C Ratio 0.406 ---- 0.13 - -
HCM Control Delay (s) 13.3 0 - - - 9.7 0 -
HCM Lane LOS B A - - - A A -
HCM 95th %tile Q(veh) 2 ---- 0 . 4--
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 2
Intersection
Int Delay, s/veh 22
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 74 75 601 108 138 751
Future Vol, veh/h 74 75 601 108 138 751
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 5 54411
Mvmt Flow 76 77 620 111 142 774

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1734 676 0 0 731 0
Stage 1 676 -----
Stage 2 1058 -----
Critical Hdwy 6.45 6.25 - - 4.11 -
Critical Hdwy Stg 1 5.45 -----
Critical Hdwy Stg 2 5.45 -----
Follow-up Hdwy 3.545 3.345 - - 2.209 -
Pot Cap-1 Maneuver 95 448 - - 878 -
Stage 1 500 -----
Stage 2 329 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 68 448 - - 878 -
Mov Cap-2 Maneuver ~ 68 -----
Stage 1 500 -----
Stage 2 236 -----

Approach WB NB SB
HCM Control Delay, s 248.5 0 1.5

HCM LOS F

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 119 878 -
HCM Lane V/C Ratio - - 1.291 0.162 -
HCM Control Delay (s) - - 248.5 9.9 0
HCM Lane LOS - - F A A
HCM 95th %tile Q(veh) - - 10.1 0.6 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 3
Intersection
Intersection Delay, s/veh 355.6
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 39 101 24 520 323 78 33 603 162 38 764 48 Future Vol, veh/h 39 101 24 520 323 78 33 603 162 38 764 48 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 111111333222
Mvmt Flow 42 110 26 565 351 85 36 655 176 41 830 52
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 23.7 171.8 458.4 522.3

HCM LOS C F F F

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 4% 100% 0% 100% 0% 4%
Vol Thru, % 76% 0% 81% 0% 81% 90%
Vol Right, % 20% 0% 19% 0% 19% 6%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 798 39 125 520 401 850
LT Vol 33 39 0 520 0 38
Through Vol 603 0 101 0 323 764
RT Vol 162 0 24 0 78 48
Lane Flow Rate 867 42 136 565 436 924
Geometry Grp 277772
Degree of Util (X) 1.944 0.12 0.361 1.418 1.004 2.09
Departure Headway (Hd) 10.304 15.001 14.317 12.067 11.384 10.101 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 364 241 254 305 323 370
Service Time 8.304 12.701 12.017 9.767 9.084 8.101
HCM Lane V/C Ratio 2.382 0.174 0.535 1.852 1.35 2.497
HCM Control Delay 458.4 19.7 24.9 237.4 86.7 522.3
HCM Lane LOS F C C F F F
HCM 95th-tile Q 46.7 0.4 1.6 22.6 11 53.8
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 121 0 121 0 681 879 0 420 864 Future Volume (veh/h) 0 0 0 121 0 121 0 681 879 0 420 864 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1870 0 1870 1870 0 1885 1885 Adj Flow Rate, veh/h 132 0 132 0 740 0 0 457 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 102022011
Cap, veh/h 616 0 544 0 1575 0 1588
Arrive On Green 0.34 0.00 0.34 0.00 0.44 0.00 0.00 0.44 0.00 Sat Flow, veh/h 1795 0 1585 0 3647 1585 0 3676 1598
Grp Volume(v), veh/h 132 0 132 0 740 0 0 457 0
Grp Sat Flow(s),veh/h/ln 1795 0 1585 0 1777 1585 0 1791 1598 Q Serve(g_s), s 3.1 0.0 3.6 0.0 8.8 0.0 0.0 4.9 0.0
Cycle Q Clear(g_c), s 3.1 0.0 3.6 0.0 8.8 0.0 0.0 4.9 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 616 0 544 0 1575 0 1588
V/C Ratio(X) 0.21 0.00 0.24 0.00 0.47 0.00 0.29
Avail Cap(c_a), veh/h 616 0 544 0 1575 0 1588
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.66 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 14.0 0.0 14.1 0.0 11.7 0.0 0.0 10.7 0.0 Incr Delay (d2), s/veh 0.8 0.0 1.1 0.0 0.7 0.0 0.0 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 1.3 0.0 2.8 0.0 0.0 1.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.8 0.0 15.2 0.0 12.4 0.0 0.0 11.1 0.0 LnGrp LOS BABAB AB
Approach Vol, veh/h 264 740 457
Approach Delay, s/veh 15.0 12.4 11.1
Approach LOS B B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 33.0 33.0 27.0
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 26.6 26.6 20.6
Max Q Clear Time (g_c+I1), s 10.8 6.9 5.6
Green Ext Time (p_c), s 7.3 5.0 1.6
Intersection Summary
HCM 6th Ctrl Delay 12.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 330 0 487 0000 1229 140 110 431 0 Future Volume (veh/h) 330 0 487 0000 1229 140 110 431 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1856 1856 1870 1870 0 Adj Flow Rate, veh/h 355 0 524 0 1322 151 118 463 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 4 0 4 033220
Cap, veh/h 765 0 618 0 1702 759 227 2221 0
Arrive On Green 0.22 0.00 0.22 0.00 0.48 0.48 0.07 0.63 0.00 Sat Flow, veh/h 3401 0 2745 0 3618 1572 3456 3647 0
Grp Volume(v), veh/h 355 0 524 0 1322 151 118 463 0
Grp Sat Flow(s),veh/h/ln1700 0 1373 0 1763 1572 1728 1777 0 Q Serve(g_s), s 7.8 0.0 15.7 0.0 26.7 4.7 2.8 4.8 0.0
Cycle Q Clear(g_c), s 7.8 0.0 15.7 0.0 26.7 4.7 2.8 4.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 765 0 618 0 1702 759 227 2221 0
V/C Ratio(X) 0.46 0.00 0.85 0.00 0.78 0.20 0.52 0.21 0.00 Avail Cap(c_a), veh/h 791 0 638 0 1702 759 603 2221 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.68 0.68 0.95 0.95 0.00 Uniform Delay (d), s/veh 28.8 0.0 31.9 0.0 18.4 12.7 38.9 7.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 13.3 0.0 2.4 0.4 0.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.0 6.1 0.0 9.9 1.6 1.2 1.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.7 0.0 45.2 0.0 20.9 13.1 39.5 7.2 0.0 LnGrp LOS C A D A C B D A A
Approach Vol, veh/h 879 1473 581
Approach Delay, s/veh 39.4 20.1 13.7
Approach LOS D C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.2 48.0 25.7 60.3
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 31.0 * 20 52.6
Max Q Clear Time (g_c+I1), s 4.8 28.7 17.7 6.8
Green Ext Time (p_c), s 0.1 2.1 1.6 6.6
Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 120 248 53 144 268 266 155 983 188 342 488 55 Future Volume (veh/h) 120 248 53 144 268 266 155 983 188 342 488 55 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1885 1885 1885 1856 1856 1856 Adj Flow Rate, veh/h 130 270 58 157 291 289 168 1068 204 372 530 60 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 6 66666111333
Cap, veh/h 153 600 127 180 785 350 192 1477 659 422 1535 685 Arrive On Green 0.09 0.21 0.21 0.10 0.23 0.23 0.11 0.41 0.41 0.12 0.44 0.44 Sat Flow, veh/h 1725 2827 598 1725 3441 1535 1795 3582 1598 3428 3526 1572 Grp Volume(v), veh/h 130 163 165 157 291 289 168 1068 204 372 530 60 Grp Sat Flow(s),veh/h/ln1725 1721 1704 1725 1721 1535 1795 1791 1598 1714 1763 1572 Q Serve(g_s), s 10.4 11.5 11.9 12.6 10.0 25.1 12.9 35.0 12.0 14.9 14.0 3.1 Cycle Q Clear(g_c), s 10.4 11.5 11.9 12.6 10.0 25.1 12.9 35.0 12.0 14.9 14.0 3.1 Prop In Lane 1.00 0.35 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 153 365 362 180 785 350 192 1477 659 422 1535 685 V/C Ratio(X) 0.85 0.45 0.46 0.87 0.37 0.83 0.87 0.72 0.31 0.88 0.35 0.09 Avail Cap(c_a), veh/h 259 504 499 259 1008 449 269 1477 659 514 1535 685 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 Uniform Delay (d), s/veh 62.9 48.0 48.1 61.8 45.6 51.4 61.6 34.5 27.7 60.4 26.3 23.2 Incr Delay (d2), s/veh 5.3 2.5 2.6 14.9 0.8 14.6 15.7 3.1 1.2 11.8 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 5.1 5.2 6.1 4.3 10.8 6.7 15.5 4.7 7.1 5.9 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.1 50.4 50.7 76.7 46.4 66.0 77.2 37.6 28.9 72.2 26.8 23.4 LnGrp LOS E D D E D E E D C E C C
Approach Vol, veh/h 458 737 1440 962
Approach Delay, s/veh 55.6 60.5 41.0 44.1
Approach LOS E E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 19.6 65.9 17.3 37.2 22.8 62.6 19.5 35.0 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 14.9 16.0 12.4 27.1 16.9 37.0 14.6 13.9 Green Ext Time (p_c), s 0.1 8.5 0.1 4.9 0.3 0.0 0.1 4.1 Intersection Summary
HCM 6th Ctrl Delay 47.7
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
7: Armstrong Avenue & McKinley Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 7
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 136 9 151 296 64 29 331 32 55 804 112 Future Vol, veh/h 26 136 9 151 296 64 29 331 32 55 804 112 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222333111
Mvmt Flow 28 148 10 164 322 70 32 360 35 60 874 122

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1693 1514 935 1576 1558 378 996 0 0 395 0 0 Stage 1 1055 1055 - 442 442 -------
Stage 2 638 459 - 1134 1116 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.13 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.227 - - 2.209 - - Pot Cap-1 Maneuver 74 ~ 120 322 ~ 89 ~ 112 669 691 - - 1169 - - Stage 1 273 302 - 594 576 -------
Stage 2 465 566 - 246 ~ 283 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 99 322 - ~ 93 669 691 - - 1169 - - Mov Cap-2 Maneuver - ~ 99 - - ~ 93 -------
Stage 1 257 266 - 558 541 -------
Stage 2 159 532 - ~ 93 ~ 250 -------

Approach EB WB NB SB
HCM Control Delay, s 0.8 0.5

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 691 ---- 1169 - -
HCM Lane V/C Ratio 0.046 ---- 0.051 - -
HCM Control Delay (s) 10.5 0 - - - 8.2 0 -
HCM Lane LOS B A - - - A A -
HCM 95th %tile Q(veh) 0.1 ---- 0 . 2--
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 8
Intersection
Int Delay, s/veh 19.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 27 8 21 107 8 19 5 293 22 3 905 45
Future Vol, veh/h 27 8 21 107 8 19 5 293 22 3 905 45
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22111222111
Mvmt Flow 29 9 23 116 9 21 5 318 24 3 984 49

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1370 1367 1009 1371 1379 330 1033 0 0 342 0 0 Stage 1 1015 1015 - 340 340 -------
Stage 2 355 352 - 1031 1039 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 124 147 292 124 145 714 673 - - 1223 - - Stage 1 287 316 - 677 641 -------
Stage 2 662 632 - 283 309 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 114 146 292 ~ 108 144 714 673 - - 1223 - - Mov Cap-2 Maneuver 114 146 - ~ 108 144 -------
Stage 1 285 315 - 672 637 -------
Stage 2 629 628 - 253 308 -------

Approach EB WB NB SB
HCM Control Delay, s 37.1 199.4 0.2 0

HCM LOS E F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 673 - - 120 292 125 1223 - -
HCM Lane V/C Ratio 0.008 - - 0.317 0.078 1.165 0.003 - - HCM Control Delay (s) 10.4 - - 48.3 18.4 199.4 8 - -
HCM Lane LOS B - - E C F A - -
HCM 95th %tile Q(veh) 0 - - 1.2 0.3 8.8 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Tract Map 6360 Project
SimTraffic Performance Report Cumulative (2046) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.0 0.2 11.5 0.0 11.7
Denied Del/Veh (s) 0.1 1.2 75.3 0.0 26.0
Total Delay (hr) 2.2 3.4 14.2 5.1 24.9
Total Del/Veh (s) 34.5 22.0 114.9 58.9 58.2
Stop Delay (hr) 1.9 2.3 13.4 4.4 22.1
Stop Del/Veh (s) 29.9 15.2 108.6 50.9 51.6
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 10
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 45 194 23 217 147 109 105 472 359 109 1350 171 Future Vol, veh/h 45 194 23 217 147 109 105 472 359 109 1350 171 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22333666111
Mvmt Flow 49 211 25 236 160 118 114 513 390 118 1467 186

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2871 2927 1560 2850 2825 708 1653 0 0 903 0 0 Stage 1 1796 1796 - 936 936 -------
Stage 2 1075 1131 - 1914 1889 -------
Critical Hdwy 7.12 6.52 6.22 7.13 6.53 6.23 4.16 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.13 5.53 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.13 5.53 -------
Follow-up Hdwy 3.518 4.018 3.318 3.527 4.027 3.327 2.254 - - 2.209 - - Pot Cap-1 Maneuver ~ 10 ~ 15 138 ~ 11 ~ 18 433 380 - - 757 - - Stage 1 103 ~ 132 - 317 342 -------
Stage 2 266 278 - ~ 87 ~ 118 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 9 138 - ~ 11 433 380 - - 757 - - Mov Cap-2 Maneuver - ~ 9 - - ~ 11 -------
Stage 1 72 ~ 111 - ~ 222 239 -------
Stage 2 ~ 45 ~ 195 - - ~ 100 -------

Approach EB WB NB SB
HCM Control Delay, s 2.1 0.7

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 380 - - - 10 - 11 433 757 - -
HCM Lane V/C Ratio 0.3 - - - 23.587 - 14.526 0.274 0.157 - - HCM Control Delay (s) 18.5 - - - $ 10892.1 - $ 6752.1 16.4 10.6 - - HCM Lane LOS C - - - F - F C B - -
HCM 95th %tile Q(veh) 1.2 - - - 31.1 - 21.4 1.1 0.6 - - Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 11
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 061004 7 1 200 9 6 0 7 0
Future Vol, veh/h 23 061004 7 1 200 9 6 0 7 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 5 55000444111
Mvmt Flow 25 071004 7 7 400 1043 76

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1863 1863 1081 1867 1901 774 1119 0 0 774 0 0 Stage 1 1081 1081 - 782 782 -------
Stage 2 782 782 - 1085 1119 -------
Critical Hdwy 7.15 6.55 6.25 7.1 6.5 6.2 4.14 - - 4.11 - - Critical Hdwy Stg 1 6.15 5.55 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.15 5.55 - 6.1 5.5 -------
Follow-up Hdwy 3.545 4.045 3.345 3.5 4 3.3 2.236 - - 2.209 - - Pot Cap-1 Maneuver 55 72 261 56 70 402 617 - - 846 - -
Stage 1 260 290 - 390 408 -------
Stage 2 383 401 - 265 285 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 55 71 261 54 69 402 617 - - 846 - -
Mov Cap-2 Maneuver 55 71 - 54 69 -------
Stage 1 257 290 - 386 404 -------
Stage 2 379 397 - 258 285 -------

Approach EB WB NB SB
HCM Control Delay, s 101.8 73 0.1 0

HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 617 - - 66 54 846 - -
HCM Lane V/C Ratio 0.007 - - 0.478 0.02 - - -
HCM Control Delay (s) 10.9 0 - 101.8 73 0 - -
HCM Lane LOS B A - F F A - -
HCM 95th %tile Q(veh) 0 - - 1.9 0.1 0 - -
HCM 6th TWSC Tract Map 6360 Project
12: Armstrong Avenue & Project Driveway 1 Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 12
Intersection
Int Delay, s/veh 1.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 43 54 352 15 19 781
Future Vol, veh/h 43 54 352 15 19 781
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 03001
Mvmt Flow 47 59 383 16 21 849

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1282 391 0 0 399 0
Stage 1 391 -----
Stage 2 891 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 184 662 - - 1171 -
Stage 1 688 -----
Stage 2 404 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 178 662 - - 1171 -
Mov Cap-2 Maneuver 178 -----
Stage 1 688 -----
Stage 2 390 -----

Approach WB NB SB
HCM Control Delay, s 23.4 0 0.2

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 300 1171 -
HCM Lane V/C Ratio - - 0.351 0.018 -
HCM Control Delay (s) - - 23.4 8.1 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 1.5 0.1 -
HCM 6th TWSC Tract Map 6360 Project
13: McKinley Avenue & Project Driveway 2 Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 13
Intersection
Int Delay, s/veh 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 22 200 157 4 10 63
Future Vol, veh/h 22 200 157 4 10 63
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 22000
Mvmt Flow 24 217 171 4 11 68

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 175 0 - 0 438 173
Stage 1 - - - - 173 -
Stage 2 - - - - 265 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1414 - - - 580 876
Stage 1 - - - - 862 -
Stage 2 - - - - 784 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1414 - - - 569 876
Mov Cap-2 Maneuver - - - - 569 -
Stage 1 - - - - 846 -
Stage 2 - - - - 784 -

Approach EB WB SB
HCM Control Delay, s 0.8 0 9.9

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1414 - - - 816
HCM Lane V/C Ratio 0.017 - - - 0.097
HCM Control Delay (s) 7.6 0 - - 9.9
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.3
HCM 6th TWSC Tract Map 6360 Project
1: Fowler Avenue & McKinley Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 1
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 112 50 307 77 73 37 318 970 160 56 743 68 Future Vol, veh/h 112 50 307 77 73 37 318 970 160 56 743 68 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222333
Mvmt Flow 122 54 334 84 79 40 346 1054 174 61 808 74

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2860 2887 845 2994 2837 1141 882 0 0 1228 0 0 Stage 1 967 967 - 1833 1833 -------
Stage 2 1893 1920 - 1161 1004 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver ~ 11 ~ 16 363 ~ 8 ~ 17 244 767 - - 564 - - Stage 1 306 333 - 98 127 -------
Stage 2 ~ 90 115 - 238 320 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - 0 363 - 0 244 767 - - 564 - -
Mov Cap-2 Maneuver - 0 - - 0 -------
Stage 1 306 261 - 98 0 -------
Stage 2 - 0 - ~ 12 251 -------

Approach EB WB NB SB
HCM Control Delay, s 3 0.8

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 767 ---- 5 6 4--
HCM Lane V/C Ratio 0.451 ---- 0.108 - -
HCM Control Delay (s) 13.5 0 - - - 12.2 0 -
HCM Lane LOS B A - - - B A -
HCM 95th %tile Q(veh) 2.4 ---- 0 . 4--
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
2: Fowler Avenue & Floradora Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 2
Intersection
Int Delay, s/veh 68.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 109 105 876 89 107 650
Future Vol, veh/h 109 105 876 89 107 650
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 62233
Mvmt Flow 111 107 894 91 109 663

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1821 940 0 0 985 0
Stage 1 940 -----
Stage 2 881 -----
Critical Hdwy 6.46 6.26 - - 4.13 -
Critical Hdwy Stg 1 5.46 -----
Critical Hdwy Stg 2 5.46 -----
Follow-up Hdwy 3.554 3.354 - - 2.227 -
Pot Cap-1 Maneuver ~ 83 314 - - 697 -
Stage 1 374 -----
Stage 2 399 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 62 314 - - 697 -
Mov Cap-2 Maneuver ~ 62 -----
Stage 1 374 -----
Stage 2 300 -----

Approach WB NB SB
HCM Control Delay, s $ 613 0 1.6

HCM LOS F

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 102 697 -
HCM Lane V/C Ratio - - 2.141 0.157 -
HCM Control Delay (s) - - $ 613 11.1 0
HCM Lane LOS - - F B A
HCM 95th %tile Q(veh) - - 18.9 0.6 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th AWSC Tract Map 6360 Project
3: Fowler Avenue & Olive Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 3
Intersection
Intersection Delay, s/veh 487.9
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 166 342 46 368 127 105 6 685 411 32 694 16 Future Vol, veh/h 166 342 46 368 127 105 6 685 411 32 694 16 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles, % 222222333444
Mvmt Flow 168 345 46 372 128 106 6 692 415 32 701 16
Number of Lanes 110110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2211
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1122
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1122
HCM Control Delay 92.4 89.9 894.6 501

HCM LOS FFFF

Lane NBLn1 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1
Vol Left, % 1% 100% 0% 100% 0% 4%
Vol Thru, % 62% 0% 88% 0% 55% 94%
Vol Right, % 37% 0% 12% 0% 45% 2%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 1102 166 388 368 232 742
LT Vol 6 166 0 368 0 32
Through Vol 685 0 342 0 127 694
RT Vol 411 0 46 0 105 16
Lane Flow Rate 1113 168 392 372 234 749
Geometry Grp 277772
Degree of Util (X) 2.912 0.476 1.05 1.056 0.613 2.009
Departure Headway (Hd) 12.54 16.618 15.986 16.499 15.615 15.289 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 301 220 231 223 234 247
Service Time 10.54 14.318 13.686 14.199 13.315 13.289
HCM Lane V/C Ratio 3.698 0.764 1.697 1.668 1 3.032
HCM Control Delay 894.6 33.6 117.6 121.2 40.3 501
HCM Lane LOS F D F F E F
HCM 95th-tile Q 72.9 2.3 10.1 10.1 3.6 34.8
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 133 0 113 0 867 486 0 566 465 Future Volume (veh/h) 0 0 0 133 0 113 0 867 486 0 566 465 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1870 1870 0 1856 1856 Adj Flow Rate, veh/h 145 0 123 0 942 0 0 615 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 404022033
Cap, veh/h 251 0 224 0 2286 0 2268
Arrive On Green 0.14 0.00 0.14 0.00 0.64 0.00 0.00 0.64 0.00 Sat Flow, veh/h 1753 0 1560 0 3647 1585 0 3618 1572
Grp Volume(v), veh/h 145 0 123 0 942 0 0 615 0
Grp Sat Flow(s),veh/h/ln 1753 0 1560 0 1777 1585 0 1763 1572 Q Serve(g_s), s 4.6 0.0 4.4 0.0 7.7 0.0 0.0 4.5 0.0
Cycle Q Clear(g_c), s 4.6 0.0 4.4 0.0 7.7 0.0 0.0 4.5 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 251 0 224 0 2286 0 2268
V/C Ratio(X) 0.58 0.00 0.55 0.00 0.41 0.00 0.27
Avail Cap(c_a), veh/h 251 0 224 0 2286 0 2268
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.75 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 24.0 0.0 23.9 0.0 5.2 0.0 0.0 4.6 0.0 Incr Delay (d2), s/veh 9.3 0.0 9.4 0.0 0.4 0.0 0.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.0 2.1 0.0 1.7 0.0 0.0 1.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.3 0.0 33.3 0.0 5.6 0.0 0.0 4.9 0.0 LnGrp LOS C A C A A A A
Approach Vol, veh/h 268 942 615
Approach Delay, s/veh 33.3 5.6 4.9
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 45.0 45.0 15.0
Change Period (Y+Rc), s 6.4 6.4 6.4
Max Green Setting (Gmax), s 38.6 38.6 8.6
Max Q Clear Time (g_c+I1), s 9.7 6.5 6.6
Green Ext Time (p_c), s 13.3 8.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
Notes
Unsignalized Delay for [NBR, SBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 474 0 867 0000 8 7 9 1 3 5 1 3 4 5 6 50 Future Volume (veh/h) 474 0 867 0000 8 7 9 1 3 5 1 3 4 5 6 50 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 515 0 942 0 955 147 146 614 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 749 0 605 0 1743 777 234 2256 0
Arrive On Green 0.22 0.00 0.22 0.00 0.49 0.49 0.07 0.63 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 515 0 942 0 955 147 146 614 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 11.7 0.0 18.5 0.0 16.1 4.5 3.5 6.6 0.0
Cycle Q Clear(g_c), s 11.7 0.0 18.5 0.0 16.1 4.5 3.5 6.6 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 749 0 605 0 1743 777 234 2256 0
V/C Ratio(X) 0.69 0.00 1.56 0.00 0.55 0.19 0.62 0.27 0.00 Avail Cap(c_a), veh/h 749 0 605 0 1743 777 603 2256 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.81 0.81 0.95 0.95 0.00 Uniform Delay (d), s/veh 31.1 0.0 33.8 0.0 15.3 12.3 39.0 6.9 0.0 Incr Delay (d2), s/veh 4.9 0.0 258.9 0.0 1.0 0.4 1.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.2 0.0 27.8 0.0 5.9 1.5 1.5 2.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.0 0.0 292.6 0.0 16.3 12.7 40.0 7.2 0.0 LnGrp LOS D A F A B B D A A
Approach Vol, veh/h 1457 1102 760
Approach Delay, s/veh 201.9 15.8 13.5
Approach LOS F B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.4 48.7 24.9 61.1
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 15 32.5 * 19 54.1
Max Q Clear Time (g_c+I1), s 5.5 18.1 20.5 8.6
Green Ext Time (p_c), s 0.1 9.4 0.0 9.2
Intersection Summary
HCM 6th Ctrl Delay 97.0
HCM 6th LOS F
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 6: Fowler Avenue & Belmont Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 230 212 106 151 181 223 88 561 147 341 893 88 Future Volume (veh/h) 230 212 106 151 181 223 88 561 147 341 893 88 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 250 230 115 164 197 242 96 610 160 371 971 96 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222111
Cap, veh/h 267 544 263 188 675 301 118 1389 620 422 1623 724 Arrive On Green 0.15 0.23 0.23 0.11 0.19 0.19 0.07 0.39 0.39 0.12 0.45 0.45 Sat Flow, veh/h 1781 2323 1122 1781 3554 1585 1781 3554 1585 3483 3582 1598 Grp Volume(v), veh/h 250 174 171 164 197 242 96 610 160 371 971 96 Grp Sat Flow(s),veh/h/ln1781 1777 1668 1781 1777 1585 1781 1777 1585 1742 1791 1598 Q Serve(g_s), s 19.4 11.6 12.2 12.7 6.7 20.4 7.4 17.7 9.6 14.7 28.5 4.9 Cycle Q Clear(g_c), s 19.4 11.6 12.2 12.7 6.7 20.4 7.4 17.7 9.6 14.7 28.5 4.9 Prop In Lane 1.00 0.67 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 267 416 391 188 675 301 118 1389 620 422 1623 724 V/C Ratio(X) 0.94 0.42 0.44 0.87 0.29 0.80 0.81 0.44 0.26 0.88 0.60 0.13 Avail Cap(c_a), veh/h 267 520 489 267 1041 464 267 1389 620 522 1623 724 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.72 0.72 0.72 Uniform Delay (d), s/veh 58.8 45.5 45.7 61.7 48.6 54.2 64.5 31.3 28.9 60.5 28.7 22.3 Incr Delay (d2), s/veh 37.6 1.9 2.2 15.0 0.7 13.1 5.0 1.0 1.0 8.9 1.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.4 5.3 5.2 6.4 3.0 9.1 3.5 7.7 3.8 6.9 12.1 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 96.4 47.4 48.0 76.7 49.3 67.3 69.5 32.4 29.9 69.4 29.9 22.6 LnGrp LOS F D D E D E E C C E C C
Approach Vol, veh/h 595 603 866 1438
Approach Delay, s/veh 68.2 64.0 36.0 39.6
Approach LOS E E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.9 68.3 25.9 31.9 22.6 59.6 19.7 38.1 Change Period (Y+Rc), s 4.6 4.9 4.9 5.3 5.6 4.9 4.9 5.3 Max Green Setting (Gmax), s 21.0 37.3 21.0 41.0 21.0 36.3 21.0 41.0 Max Q Clear Time (g_c+I1), s 9.4 30.5 21.4 22.4 16.7 19.7 14.7 14.2 Green Ext Time (p_c), s 0.1 5.6 0.0 4.1 0.3 9.2 0.1 4.3 Intersection Summary
HCM 6th Ctrl Delay 47.8
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
7: Armstrong Avenue & McKinley Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 7
Intersection
Int Delay, s/veh 134.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 76 75 32 50 62 47 14 605 205 59 354 51 Future Vol, veh/h 76 75 32 50 62 47 14 605 205 59 354 51 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222333
Mvmt Flow 83 82 35 54 67 51 15 658 223 64 385 55

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1400 1452 413 1399 1368 770 440 0 0 881 0 0 Stage 1 541 541 - 800 800 -------
Stage 2 859 911 - 599 568 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 118 130 639 118 147 401 1120 - - 763 - - Stage 1 525 521 - 379 397 -------
Stage 2 351 353 - 488 506 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 54 112 639 ~ 41 127 401 1120 - - 763 - - Mov Cap-2 Maneuver ~ 54 112 - ~ 41 127 -------
Stage 1 510 463 - 368 386 -------
Stage 2 246 343 - 338 449 -------

Approach EB WB NB SB
HCM Control Delay, s $ 704 $ 562 0.1 1.3

HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1120 - - 86 87 763 - -
HCM Lane V/C Ratio 0.014 - - 2.313 1.987 0.084 - -
HCM Control Delay (s) 8.3 0 - $ 704 $ 562 10.2 0 -
HCM Lane LOS A A - F F B A -
HCM 95th %tile Q(veh) 0 - - 18.2 15 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
8: Armstrong Avenue & Floradora Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 8
Intersection
Int Delay, s/veh 2.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 44 6 5 23 4 13 8 640 74 13 404 31
Future Vol, veh/h 44 6 5 23 4 13 8 640 74 13 404 31
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 85 - - - 170 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 1 11222222333
Mvmt Flow 47 6 5 25 4 14 9 688 80 14 434 33

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1234 1265 451 1230 1241 728 467 0 0 768 0 0 Stage 1 479 479 - 746 746 -------
Stage 2 755 786 - 484 495 -------
Critical Hdwy 7.11 6.51 6.21 7.12 6.52 6.22 4.12 - - 4.13 - - Critical Hdwy Stg 1 6.11 5.51 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.11 5.51 - 6.12 5.52 -------
Follow-up Hdwy 3.509 4.009 3.309 3.518 4.018 3.318 2.218 - - 2.227 - - Pot Cap-1 Maneuver 154 170 610 154 175 423 1094 - - 841 - - Stage 1 570 557 - 405 421 -------
Stage 2 402 405 - 564 546 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 143 166 610 145 171 423 1094 - - 841 - - Mov Cap-2 Maneuver 143 166 - 145 171 -------
Stage 1 565 548 - 402 418 -------
Stage 2 382 402 - 543 537 -------

Approach EB WB NB SB
HCM Control Delay, s 40.8 29.7 0.1 0.3

HCM LOS E D

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1094 - - 145 610 188 841 - -
HCM Lane V/C Ratio 0.008 - - 0.371 0.009 0.229 0.017 - - HCM Control Delay (s) 8.3 - - 43.8 11 29.7 9.4 - -
HCM Lane LOS A - - E B D A - -
HCM 95th %tile Q(veh) 0 - - 1.6 0 0.8 0.1 - -
Tract Map 6360 Project
SimTraffic Performance Report Cumulative (2046) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
9: Armstrong Avenue & Olive Avenue Performance by approach Approach EB WB NB SB All
Denied Delay (hr) 0.1 0.2 142.5 0.0 142.8
Denied Del/Veh (s) 0.5 1.4 732.8 0.0 250.4
Total Delay (hr) 6.5 5.3 44.2 0.8 56.8
Total Del/Veh (s) 41.7 33.8 333.5 12.3 110.8
Stop Delay (hr) 5.7 4.2 46.1 0.6 56.6
Stop Del/Veh (s) 36.4 27.2 348.2 8.8 110.5
HCM 6th TWSC Tract Map 6360 Project
10: Temperance Avenue & McKinley Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 10
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 123 40 74 119 55 56 59 1505 112 108 889 41 Future Vol, veh/h 123 40 74 119 55 56 59 1505 112 108 889 41 Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length 140 - - 140 - 140 155 - - 155 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22111222111
Mvmt Flow 134 43 80 129 60 61 64 1636 122 117 966 45

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3109 3109 989 3109 3070 1697 1011 0 0 1758 0 0 Stage 1 1223 1223 - 1825 1825 -------
Stage 2 1886 1886 - 1284 1245 -------
Critical Hdwy 7.12 6.52 6.22 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.12 5.52 - 6.11 5.51 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.11 5.51 -------
Follow-up Hdwy 3.518 4.018 3.318 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver ~ 7 ~ 12 299 ~ 7 ~ 12 115 686 - - 358 - - Stage 1 219 252 - ~ 99 129 -------
Stage 2 ~ 91 119 - 203 247 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - ~ 7 299 - ~ 7 115 686 - - 358 - -
Mov Cap-2 Maneuver - ~ 7 - - ~ 7 -------
Stage 1 199 170 - ~ 90 117 -------
Stage 2 ~ 19 108 - ~ 74 166 -------

Approach EB WB NB SB
HCM Control Delay, s 0.4 2.1

HCM LOS - -

Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 686 - - - 19 - 7 115 358 - -
HCM Lane V/C Ratio 0.093 - - - 6.522 - 8.54 0.529 0.328 - - HCM Control Delay (s) 10.8 - - - $ 2885.9 - $ 4419.2 67 19.9 - - HCM Lane LOS B - - - F - F F C - -
HCM 95th %tile Q(veh) 0.3 - - - 16 - 9.1 2.5 1.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 11
Intersection
Int Delay, s/veh 1.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 0 12 1003 1101 0 1 785 24
Future Vol, veh/h 16 0 12 1003 1101 0 1 785 24
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 17 0 13 1003 1159 0 1 826 25

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2006 2006 839 2012 2018 1159 851 0 0 1159 0 0 Stage 1 841 841 - 1165 1165 -------
Stage 2 1165 1165 - 847 853 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.218 - - 2.209 - -
Pot Cap-1 Maneuver 45 60 369 44 59 241 788 - - 606 - -
Stage 1 362 383 - 239 271 -------
Stage 2 239 271 - 359 378 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 45 59 369 42 58 241 788 - - 606 - -
Mov Cap-2 Maneuver 45 59 - 42 58 -------
Stage 1 358 382 - 236 268 -------
Stage 2 236 268 - 346 377 -------

Approach EB WB NB SB
HCM Control Delay, s 86 92.9 0 0

HCM LOS F F

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 788 - - 72 42 606 - -
HCM Lane V/C Ratio 0.004 - - 0.409 0.025 0.002 - -
HCM Control Delay (s) 9.6 0 - 86 92.9 11 0 -
HCM Lane LOS A A - F F B A -
HCM 95th %tile Q(veh) 0 - - 1.6 0.1 0 - -
HCM 6th TWSC Tract Map 6360 Project
12: Armstrong Avenue & Project Driveway 1 Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 12
Intersection
Int Delay, s/veh 1.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 29 36 588 48 61 372
Future Vol, veh/h 29 36 588 48 61 372
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 02003
Mvmt Flow 32 39 639 52 66 404

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1201 665 0 0 691 0
Stage 1 665 -----
Stage 2 536 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 206 464 - - 913 -
Stage 1 515 -----
Stage 2 591 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 187 464 - - 913 -
Mov Cap-2 Maneuver 187 -----
Stage 1 515 -----
Stage 2 536 -----

Approach WB NB SB
HCM Control Delay, s 22.2 0 1.3

HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 279 913 -
HCM Lane V/C Ratio - - 0.253 0.073 -
HCM Control Delay (s) - - 22.2 9.3 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 1 0.2 -
HCM 6th TWSC Tract Map 6360 Project
13: McKinley Avenue & Project Driveway 2 Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/23/2023 Page 13
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 71 58 65 12 7 42
Future Vol, veh/h 71 58 65 12 7 42
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 22000
Mvmt Flow 77 63 71 13 8 46

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 84 0 - 0 295 78
Stage 1 - - - - 78 -
Stage 2 - - - - 217 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1526 - - - 700 988
Stage 1 - - - - 950 -
Stage 2 - - - - 824 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1526 - - - 664 988
Mov Cap-2 Maneuver - - - - 664 -
Stage 1 - - - - 901 -
Stage 2 - - - - 824 -

Approach EB WB SB
HCM Control Delay, s 4.1 0 9.1

HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1526 - - - 924
HCM Lane V/C Ratio 0.051 - - - 0.058
HCM Control Delay (s) 7.5 0 - - 9.1
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.2 - - - 0.2
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 3: Fowler Avenue & Olive Avenue Existing WP MIT - AM Peak Hour LSA Synchro 11 Report
03/17/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 62 23 429 124 40 27 341 87 3 466 11 Future Volume (veh/h) 38 62 23 429 124 40 27 341 87 3 466 11 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 38 63 23 433 125 40 27 344 88 3 471 11 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 222222333444
Cap, veh/h 63 98 36 459 403 129 50 1223 309 7 1449 34
Arrive On Green 0.04 0.07 0.07 0.26 0.30 0.30 0.03 0.44 0.44 0.00 0.41 0.41 Sat Flow, veh/h 1781 1307 477 1781 1358 434 1767 2788 704 1753 3493 82 Grp Volume(v), veh/h 38 0 86 433 0 165 27 216 216 3 236 246 Grp Sat Flow(s),veh/h/ln 1781 0 1784 1781 0 1792 1767 1763 1729 1753 1749 1826 Q Serve(g_s), s 1.7 0.0 3.7 19.1 0.0 5.7 1.2 6.3 6.4 0.1 7.3 7.3 Cycle Q Clear(g_c), s 1.7 0.0 3.7 19.1 0.0 5.7 1.2 6.3 6.4 0.1 7.3 7.3 Prop In Lane 1.00 0.27 1.00 0.24 1.00 0.41 1.00 0.04
Lane Grp Cap(c), veh/h 63 0 133 459 0 531 50 774 759 7 725 757 V/C Ratio(X) 0.60 0.00 0.65 0.94 0.00 0.31 0.54 0.28 0.28 0.42 0.32 0.33 Avail Cap(c_a), veh/h 134 0 402 459 0 730 110 774 759 110 725 757 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 0.0 36.0 29.1 0.0 21.8 38.4 14.4 14.4 39.7 15.8 15.8 Incr Delay (d2), s/veh 8.7 0.0 5.2 28.4 0.0 0.3 8.8 0.9 0.9 35.7 1.2 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 1.7 11.0 0.0 2.2 0.6 2.4 2.4 0.1 2.7 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.7 0.0 41.1 57.5 0.0 22.1 47.2 15.3 15.3 75.4 17.0 17.0 LnGrp LOS D A D E A C D BBEBB
Approach Vol, veh/h 124 598 459 485
Approach Delay, s/veh 42.9 47.8 17.2 17.4
Approach LOS D D B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 4.8 39.6 25.1 10.5 6.8 37.7 7.4 28.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 18.4 20.6 18.0 5.0 18.4 6.0 32.6 Max Q Clear Time (g_c+I1), s 2.1 8.4 21.1 5.7 3.2 9.3 3.7 7.7 Green Ext Time (p_c), s 0.0 1.6 0.0 0.2 0.0 1.7 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 30.1
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Existing WP MIT - AM Peak Hour LSA Synchro 11 Report
03/17/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 223 0 339 0000 9 4 5 3 4 2 9 1 9 00 Future Volume (veh/h) 223 0 339 0000 9 4 5 3 4 2 9 1 9 00 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 245 0 373 0 1038 37 32 209 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 568 0 458 0 2074 925 127 2465 0
Arrive On Green 0.16 0.00 0.16 0.00 0.58 0.58 0.04 0.69 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 245 0 373 0 1038 37 32 209 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 5.7 0.0 11.5 0.0 15.5 0.9 0.8 1.7 0.0
Cycle Q Clear(g_c), s 5.7 0.0 11.5 0.0 15.5 0.9 0.8 1.7 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 568 0 458 0 2074 925 127 2465 0
V/C Ratio(X) 0.43 0.00 0.81 0.00 0.50 0.04 0.25 0.08 0.00 Avail Cap(c_a), veh/h 604 0 487 0 2074 925 284 2465 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.90 0.90 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.9 0.0 36.3 0.0 11.0 8.0 42.1 4.5 0.0 Incr Delay (d2), s/veh 2.2 0.0 14.2 0.0 0.8 0.1 0.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 4.7 0.0 5.2 0.3 0.3 0.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.1 0.0 50.5 0.0 11.8 8.1 42.5 4.6 0.0 LnGrp LOS D A D A B A D A A
Approach Vol, veh/h 618 1075 241
Approach Delay, s/veh 44.8 11.7 9.6
Approach LOS D B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s9.9 59.0 21.1 68.9
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 7.4 47.5 * 16 61.5
Max Q Clear Time (g_c+I1), s 2.8 17.5 13.5 3.7
Green Ext Time (p_c), s 0.0 15.6 1.2 2.8
Intersection Summary
HCM 6th Ctrl Delay 22.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 10: Temperance Avenue & McKinley Avenue Existing WP MIT - AM Peak Hour LSA Synchro 11 Report
03/17/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 2 9 72 1 90 3 347 67 72 559 2
Future Volume (veh/h) 5 2 9 72 1 90 3 347 67 72 559 2
Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 6 2 10 82 1 102 3 394 76 82 635 2
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 261 27 137 264 190 161 606 1120 216 729 1381 4 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.74 0.74 0.74 0.74 0.74 0.74 Sat Flow, veh/h 1291 271 1355 1413 1885 1598 791 1524 294 931 1878 6 Grp Volume(v), veh/h 6 0 12 82 1 102 3 0 470 82 0 637
Grp Sat Flow(s),veh/h/ln1291 0 1626 1413 1885 1598 791 0 1817 931 0 1884 Q Serve(g_s), s 0.2 0.0 0.4 3.1 0.0 3.4 0.1 0.0 5.1 1.9 0.0 7.4 Cycle Q Clear(g_c), s 0.3 0.0 0.4 3.4 0.0 3.4 7.5 0.0 5.1 7.0 0.0 7.4 Prop In Lane 1.00 0.83 1.00 1.00 1.00 0.16 1.00 0.00
Lane Grp Cap(c), veh/h 261 0 164 264 190 161 606 0 1337 729 0 1386 V/C Ratio(X) 0.02 0.00 0.07 0.31 0.01 0.63 0.00 0.00 0.35 0.11 0.00 0.46 Avail Cap(c_a), veh/h 553 0 532 584 617 523 606 0 1337 729 0 1386 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.4 0.0 22.4 24.0 22.2 23.7 4.4 0.0 2.6 3.8 0.0 2.9 Incr Delay (d2), s/veh 0.0 0.0 0.2 0.7 0.0 4.1 0.0 0.0 0.7 0.3 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.1 0.9 0.0 1.3 0.0 0.0 0.6 0.2 0.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.4 0.0 22.6 24.6 22.3 27.8 4.4 0.0 3.3 4.2 0.0 4.0 LnGrp LOS C A CCCC AAAAAA
Approach Vol, veh/h 18 185 473 719
Approach Delay, s/veh 22.5 26.4 3.3 4.0
Approach LOS C C A A
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 44.9 10.1 44.9 10.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 28.0 18.0 28.0 18.0
Max Q Clear Time (g_c+I1), s 9.5 2.4 9.4 5.4
Green Ext Time (p_c), s 2.6 0.0 4.1 0.4
Intersection Summary
HCM 6th Ctrl Delay 7.0
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 3: Fowler Avenue & Olive Avenue Existing WP MIT - PM Peak Hour LSA Synchro 11 Report
03/17/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 139 99 43 241 77 59 6 369 156 11 410 15 Future Volume (veh/h) 139 99 43 241 77 59 6 369 156 11 410 15 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 140 100 43 243 78 60 6 373 158 11 414 15 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 222222333444
Cap, veh/h 176 140 60 270 162 124 14 1128 471 24 1622 59 Arrive On Green 0.10 0.11 0.11 0.15 0.16 0.16 0.01 0.47 0.47 0.01 0.47 0.47 Sat Flow, veh/h 1781 1241 534 1781 980 754 1767 2424 1012 1753 3443 124 Grp Volume(v), veh/h 140 0 143 243 0 138 6 270 261 11 210 219 Grp Sat Flow(s),veh/h/ln 1781 0 1774 1781 0 1735 1767 1763 1673 1753 1749 1818 Q Serve(g_s), s 5.4 0.0 5.4 9.4 0.0 5.1 0.2 6.8 6.9 0.4 5.1 5.1 Cycle Q Clear(g_c), s 5.4 0.0 5.4 9.4 0.0 5.1 0.2 6.8 6.9 0.4 5.1 5.1 Prop In Lane 1.00 0.30 1.00 0.43 1.00 0.60 1.00 0.07
Lane Grp Cap(c), veh/h 176 0 200 270 0 286 14 820 778 24 824 857 V/C Ratio(X) 0.79 0.00 0.72 0.90 0.00 0.48 0.43 0.33 0.34 0.46 0.25 0.26 Avail Cap(c_a), veh/h 219 0 456 270 0 496 126 820 778 125 824 857 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.8 0.0 30.0 29.2 0.0 26.5 34.6 11.8 11.9 34.3 11.1 11.1 Incr Delay (d2), s/veh 14.8 0.0 4.8 30.4 0.0 1.3 19.7 1.1 1.2 12.9 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 0.0 2.4 5.9 0.0 2.0 0.2 2.4 2.4 0.3 1.7 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.6 0.0 34.7 59.6 0.0 27.8 54.3 12.9 13.0 47.1 11.9 11.9 LnGrp LOS D A C E A C D B B D B B
Approach Vol, veh/h 283 381 537 440
Approach Delay, s/veh 40.1 48.1 13.4 12.7
Approach LOS D D B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 5.5 37.1 15.1 12.4 5.1 37.5 11.4 16.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 18.4 10.6 18.0 5.0 18.4 8.6 20.0 Max Q Clear Time (g_c+I1), s 2.4 8.9 11.4 7.4 2.2 7.1 7.4 7.1 Green Ext Time (p_c), s 0.0 2.0 0.0 0.4 0.0 1.6 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Existing WP MIT - PM Peak Hour LSA Synchro 11 Report
03/17/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 360 0 727 0000 5 3 4 2 2 7 5 2 9 80 Future Volume (veh/h) 360 0 727 0000 5 3 4 2 2 7 5 2 9 80 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 396 0 799 0 587 24 82 327 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 1029 0 831 0 1527 681 201 1994 0
Arrive On Green 0.30 0.00 0.30 0.00 0.43 0.43 0.06 0.56 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 396 0 799 0 587 24 82 327 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 8.1 0.0 25.2 0.0 10.2 0.8 2.1 4.0 0.0
Cycle Q Clear(g_c), s 8.1 0.0 25.2 0.0 10.2 0.8 2.1 4.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1029 0 831 0 1527 681 201 1994 0 V/C Ratio(X) 0.38 0.00 0.96 0.00 0.38 0.04 0.41 0.16 0.00 Avail Cap(c_a), veh/h 1029 0 831 0 1527 681 284 1994 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.97 0.97 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.2 0.0 31.2 0.0 17.5 14.9 40.9 9.5 0.0 Incr Delay (d2), s/veh 1.0 0.0 23.1 0.0 0.7 0.1 0.5 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 0.0 10.8 0.0 3.9 0.3 0.9 1.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.2 0.0 54.3 0.0 18.2 15.0 41.4 9.7 0.0 LnGrp LOS C A D A B B D A A
Approach Vol, veh/h 1195 611 409
Approach Delay, s/veh 45.0 18.1 16.1
Approach LOS D B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 11.8 45.2 33.0 57.0
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 7.4 36.5 * 27 50.5
Max Q Clear Time (g_c+I1), s 4.1 12.2 27.2 6.0
Green Ext Time (p_c), s 0.0 7.4 0.0 4.4
Intersection Summary
HCM 6th Ctrl Delay 32.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 10: Temperance Avenue & McKinley Avenue Existing WP MIT - PM Peak Hour LSA Synchro 11 Report
03/17/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 3 1 6 62 2 48 10 486 56 95 429 6 Future Volume (veh/h) 3 1 6 62 2 48 10 486 56 95 429 6
Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 3 1 7 70 2 55 11 552 64 108 488 7
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 7 10 69 90 179 152 24 987 114 137 1228 18
Arrive On Green 0.00 0.05 0.05 0.05 0.09 0.09 0.01 0.60 0.60 0.08 0.66 0.66 Sat Flow, veh/h 1781 202 1414 1795 1885 1598 1781 1645 191 1795 1854 27 Grp Volume(v), veh/h 3 0 8 70 2 55 11 0 616 108 0 495
Grp Sat Flow(s),veh/h/ln1781 0 1616 1795 1885 1598 1781 0 1836 1795 0 1880 Q Serve(g_s), s 0.1 0.0 0.4 3.1 0.1 2.6 0.5 0.0 16.2 4.7 0.0 9.6 Cycle Q Clear(g_c), s 0.1 0.0 0.4 3.1 0.1 2.6 0.5 0.0 16.2 4.7 0.0 9.6 Prop In Lane 1.00 0.88 1.00 1.00 1.00 0.10 1.00 0.01
Lane Grp Cap(c), veh/h 7 0 79 90 179 152 24 0 1101 137 0 1246 V/C Ratio(X) 0.42 0.00 0.10 0.78 0.01 0.36 0.46 0.00 0.56 0.79 0.00 0.40 Avail Cap(c_a), veh/h 111 0 364 123 436 369 111 0 1101 146 0 1246 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.7 0.0 36.4 37.6 32.8 33.9 39.2 0.0 9.6 36.3 0.0 6.2 Incr Delay (d2), s/veh 34.4 0.0 0.6 18.9 0.0 1.5 12.8 0.0 2.1 23.1 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.2 1.7 0.0 1.0 0.3 0.0 5.6 2.8 0.0 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.1 0.0 36.9 56.4 32.8 35.4 52.0 0.0 11.7 59.4 0.0 7.1 LnGrp LOS E A D E C D D ABEAA
Approach Vol, veh/h 11 127 627 603
Approach Delay, s/veh 47.1 46.9 12.4 16.5
Approach LOS D D B B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.6 52.5 8.5 8.4 5.6 57.5 4.8 12.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 32.0 5.5 18.0 5.0 33.5 5.0 18.5 Max Q Clear Time (g_c+I1), s 6.7 18.2 5.1 2.4 2.5 11.6 2.1 4.6 Green Ext Time (p_c), s 0.0 3.2 0.0 0.0 0.0 2.8 0.0 0.1 Intersection Summary
HCM 6th Ctrl Delay 17.7
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 1: Fowler Avenue & McKinley Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 32 98 603 40 99 814
Future Volume (veh/h) 32 98 603 40 99 814
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1841 1841 1885 1885
Adj Flow Rate, veh/h 35 107 655 43 108 885
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 224411
Cap, veh/h 159 141 2281 150 137 2904
Arrive On Green 0.09 0.09 0.68 0.68 0.08 0.81
Sat Flow, veh/h 1781 1585 3424 219 1795 3676
Grp Volume(v), veh/h 35 107 344 354 108 885
Grp Sat Flow(s),veh/h/ln 1781 1585 1749 1801 1795 1791
Q Serve(g_s), s 1.6 5.9 6.9 7.0 5.3 5.6
Cycle Q Clear(g_c), s 1.6 5.9 6.9 7.0 5.3 5.6
Prop In Lane 1.00 1.00 0.12 1.00
Lane Grp Cap(c), veh/h 159 141 1197 1233 137 2904
V/C Ratio(X) 0.22 0.76 0.29 0.29 0.79 0.30
Avail Cap(c_a), veh/h 505 449 1197 1233 170 2904
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.93 0.93 0.96 0.96 1.00 1.00
Uniform Delay (d), s/veh 38.1 40.0 5.6 5.6 40.9 2.1
Incr Delay (d2), s/veh 0.6 7.5 0.6 0.6 17.9 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 2.5 1.9 2.0 2.9 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.7 47.5 6.1 6.1 58.8 2.4
LnGrp LOS D D AAEA
Approach Vol, veh/h 142 698 993
Approach Delay, s/veh 45.3 6.1 8.5
Approach LOS D A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 11.4 66.1 77.5 12.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 8.5 42.5 55.5 25.5
Max Q Clear Time (g_c+I1), s 7.3 9.0 7.6 7.9
Green Ext Time (p_c), s 0.0 4.0 6.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 10.5
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 2: Fowler Avenue & Floradora Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 70 71 572 103 131 715
Future Volume (veh/h) 70 71 572 103 131 715
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1826 1826 1841 1841 1885 1885
Adj Flow Rate, veh/h 72 73 590 106 135 737
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 5 54411
Cap, veh/h 123 109 2036 365 166 2971
Arrive On Green 0.07 0.07 0.69 0.69 0.18 1.00
Sat Flow, veh/h 1739 1547 3055 531 1795 3676
Grp Volume(v), veh/h 72 73 348 348 135 737
Grp Sat Flow(s),veh/h/ln1739 1547 1749 1745 1795 1791
Q Serve(g_s), s 3.6 4.1 7.0 7.0 6.5 0.0
Cycle Q Clear(g_c), s 3.6 4.1 7.0 7.0 6.5 0.0
Prop In Lane 1.00 1.00 0.30 1.00
Lane Grp Cap(c), veh/h 123 109 1201 1199 166 2971
V/C Ratio(X) 0.59 0.67 0.29 0.29 0.81 0.25
Avail Cap(c_a), veh/h 493 438 1201 1199 269 2971
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.82 0.82 0.97 0.97
Uniform Delay (d), s/veh 40.6 40.8 5.5 5.5 35.9 0.0
Incr Delay (d2), s/veh 4.4 6.9 0.5 0.5 9.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.7 1.8 1.9 1.9 2.9 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.0 47.7 6.0 6.0 45.0 0.2
LnGrp LOS D D A A D A
Approach Vol, veh/h 145 696 872
Approach Delay, s/veh 46.3 6.0 7.1
Approach LOS D A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 12.8 66.3 79.2 10.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 13.5 37.5 55.5 25.5
Max Q Clear Time (g_c+I1), s 8.5 9.0 2.0 6.1
Green Ext Time (p_c), s 0.1 4.0 5.1 0.4
Intersection Summary
HCM 6th Ctrl Delay 10.0
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 3: Fowler Avenue & Olive Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 68 23 497 144 57 27 574 155 36 728 11 Future Volume (veh/h) 38 68 23 497 144 57 27 574 155 36 728 11 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 42 75 25 546 158 63 30 631 170 40 800 12 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 11111333222
Cap, veh/h 62 105 35 512 421 168 50 1164 313 60 1538 23 Arrive On Green 0.03 0.08 0.08 0.28 0.33 0.33 0.03 0.42 0.42 0.03 0.43 0.43 Sat Flow, veh/h 1795 1353 451 1795 1282 511 1767 2746 739 1781 3584 54 Grp Volume(v), veh/h 42 0 100 546 0 221 30 405 396 40 397 415 Grp Sat Flow(s),veh/h/ln1795 0 1804 1795 0 1793 1767 1763 1723 1781 1777 1861 Q Serve(g_s), s 2.3 0.0 5.4 28.5 0.0 9.4 1.7 17.2 17.2 2.2 16.4 16.4 Cycle Q Clear(g_c), s 2.3 0.0 5.4 28.5 0.0 9.4 1.7 17.2 17.2 2.2 16.4 16.4 Prop In Lane 1.00 0.25 1.00 0.29 1.00 0.43 1.00 0.03
Lane Grp Cap(c), veh/h 62 0 140 512 0 589 50 747 730 60 762 798 V/C Ratio(X) 0.68 0.00 0.71 1.07 0.00 0.38 0.60 0.54 0.54 0.67 0.52 0.52 Avail Cap(c_a), veh/h 118 0 451 512 0 841 88 747 730 89 762 798 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 47.7 0.0 45.0 35.8 0.0 25.7 48.0 21.5 21.6 47.8 21.0 21.0 Incr Delay (d2), s/veh 12.3 0.0 6.6 58.9 0.0 0.4 11.0 2.8 2.9 11.8 2.5 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 2.6 20.0 0.0 3.9 0.9 7.1 7.0 1.1 6.7 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.0 0.0 51.6 94.6 0.0 26.1 59.1 24.4 24.5 59.6 23.4 23.3 LnGrp LOS E A D F A C E C C E C C
Approach Vol, veh/h 142 767 831 852
Approach Delay, s/veh 54.1 74.9 25.7 25.1
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s7.9 46.9 33.0 12.3 7.3 47.4 7.9 37.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 28.5 25.0 5.0 23.5 6.6 46.9 Max Q Clear Time (g_c+I1), s 4.2 19.2 30.5 7.4 3.7 18.4 4.3 11.4 Green Ext Time (p_c), s 0.0 1.8 0.0 0.4 0.0 2.0 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 41.6
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 315 0 438 0000 1171 133 105 411 0 Future Volume (veh/h) 315 0 438 0000 1171 133 105 411 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1856 1856 1870 1870 0 Adj Flow Rate, veh/h 339 0 471 0 1259 143 113 442 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 4 0 4 033220
Cap, veh/h 856 0 691 0 1653 737 217 2150 0
Arrive On Green 0.25 0.00 0.25 0.00 0.47 0.47 0.06 0.60 0.00 Sat Flow, veh/h 3401 0 2745 0 3618 1572 3456 3647 0
Grp Volume(v), veh/h 339 0 471 0 1259 143 113 442 0
Grp Sat Flow(s),veh/h/ln1700 0 1373 0 1763 1572 1728 1777 0 Q Serve(g_s), s 7.5 0.0 13.9 0.0 26.6 4.8 2.9 5.1 0.0
Cycle Q Clear(g_c), s 7.5 0.0 13.9 0.0 26.6 4.8 2.9 5.1 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 856 0 691 0 1653 737 217 2150 0
V/C Ratio(X) 0.40 0.00 0.68 0.00 0.76 0.19 0.52 0.21 0.00 Avail Cap(c_a), veh/h 1081 0 872 0 1653 737 284 2150 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.68 0.68 0.99 0.99 0.00 Uniform Delay (d), s/veh 28.0 0.0 30.4 0.0 19.7 14.0 40.9 8.0 0.0 Incr Delay (d2), s/veh 1.3 0.0 5.0 0.0 2.3 0.4 0.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 0.0 4.9 0.0 10.1 1.6 1.2 1.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.3 0.0 35.5 0.0 22.1 14.4 41.6 8.2 0.0 LnGrp LOS C A D A C B D A A
Approach Vol, veh/h 810 1402 555
Approach Delay, s/veh 32.9 21.3 15.0
Approach LOS C C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.2 48.7 29.1 60.9
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 7.4 34.5 * 29 48.5
Max Q Clear Time (g_c+I1), s 4.9 28.6 15.9 7.1
Green Ext Time (p_c), s 0.0 5.1 6.7 6.1
Intersection Summary
HCM 6th Ctrl Delay 23.4
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 7: Armstrong Avenue & McKinley Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 130 9 49 102 62 28 316 31 53 768 0 Future Volume (veh/h) 0 130 9 49 102 62 28 316 31 53 768 0 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 0 141 10 53 111 67 30 343 34 58 835 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222333111
Cap, veh/h 2 178 13 69 204 123 50 1057 105 75 1225 0
Arrive On Green 0.00 0.10 0.10 0.04 0.19 0.19 0.03 0.64 0.64 0.04 0.65 0.00 Sat Flow, veh/h 1781 1726 122 1781 1092 659 1767 1661 165 1795 1885 0 Grp Volume(v), veh/h 0 0 151 53 0 178 30 0 377 58 835 0 Grp Sat Flow(s),veh/h/ln1781 0 1848 1781 0 1752 1767 0 1826 1795 1885 0 Q Serve(g_s), s 0.0 0.0 8.0 2.9 0.0 9.2 1.7 0.0 9.5 3.2 27.8 0.0 Cycle Q Clear(g_c), s 0.0 0.0 8.0 2.9 0.0 9.2 1.7 0.0 9.5 3.2 27.8 0.0 Prop In Lane 1.00 0.07 1.00 0.38 1.00 0.09 1.00 0.00
Lane Grp Cap(c), veh/h 2 0 191 69 0 327 50 0 1162 75 1225 0 V/C Ratio(X) 0.00 0.00 0.79 0.77 0.00 0.54 0.60 0.00 0.32 0.77 0.68 0.00 Avail Cap(c_a), veh/h 91 0 333 175 0 398 90 0 1162 160 1225 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 0.86 1.00 0.00 1.00 0.99 0.00 0.99 1.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 43.8 47.6 0.0 36.8 48.0 0.0 8.3 47.4 11.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 6.2 16.5 0.0 1.4 10.9 0.0 0.7 15.3 3.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 3.8 1.6 0.0 3.9 0.9 0.0 3.3 1.7 10.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 50.0 64.2 0.0 38.2 58.9 0.0 9.1 62.7 14.1 0.0 LnGrp LOS A A D E A D EAAEBA
Approach Vol, veh/h 151 231 407 893
Approach Delay, s/veh 50.0 44.2 12.7 17.2
Approach LOS D D B B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.7 68.1 8.4 14.8 7.3 69.5 0.0 23.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.9 45.3 9.8 18.0 5.1 49.1 5.1 22.7 Max Q Clear Time (g_c+I1), s 5.2 11.5 4.9 10.0 3.7 29.8 0.0 11.2 Green Ext Time (p_c), s 0.0 2.2 0.0 0.4 0.0 5.5 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 22.8
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 8: Armstrong Avenue & Floradora Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 8 20 63 8 18 5 280 21 3 814 43 Future Volume (veh/h) 26 8 20 63 8 18 5 280 21 3 814 43 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 29 9 22 69 9 20 5 308 23 3 895 47
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 180 43 104 179 46 102 449 1395 104 895 1441 76 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 0.81 0.81 0.81 0.81 0.81 0.81 Sat Flow, veh/h 1381 482 1177 1389 520 1157 595 1719 128 1057 1775 93 Grp Volume(v), veh/h 29 0 31 69 0 29 5 0 331 3 0 942
Grp Sat Flow(s),veh/h/ln1381 0 1659 1389 0 1677 595 0 1847 1057 0 1868 Q Serve(g_s), s 1.8 0.0 1.6 4.4 0.0 1.4 0.3 0.0 3.7 0.1 0.0 17.3 Cycle Q Clear(g_c), s 3.2 0.0 1.6 5.9 0.0 1.4 17.5 0.0 3.7 3.8 0.0 17.3 Prop In Lane 1.00 0.71 1.00 0.69 1.00 0.07 1.00 0.05
Lane Grp Cap(c), veh/h 180 0 147 179 0 148 449 0 1499 895 0 1516 V/C Ratio(X) 0.16 0.00 0.21 0.39 0.00 0.20 0.01 0.00 0.22 0.00 0.00 0.62 Avail Cap(c_a), veh/h 342 0 341 341 0 345 449 0 1499 895 0 1516 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.80 0.00 0.80 1.00 0.00 1.00 0.80 0.00 0.80 0.63 0.00 0.63 Uniform Delay (d), s/veh 39.5 0.0 38.1 40.9 0.0 38.0 6.6 0.0 1.9 2.4 0.0 3.2 Incr Delay (d2), s/veh 0.3 0.0 0.6 1.4 0.0 0.6 0.0 0.0 0.3 0.0 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.7 1.6 0.0 0.6 0.0 0.0 0.6 0.0 0.0 2.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.9 0.0 38.7 42.2 0.0 38.7 6.6 0.0 2.2 2.4 0.0 4.4 LnGrp LOS D A D D A D AAAAAA
Approach Vol, veh/h 60 98 336 945
Approach Delay, s/veh 39.3 41.2 2.3 4.4
Approach LOS D D A A
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 77.5 12.5 77.5 12.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 62.5 18.5 62.5 18.5
Max Q Clear Time (g_c+I1), s 19.5 5.2 19.3 7.9
Green Ext Time (p_c), s 2.0 0.1 8.4 0.2
Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 9: Armstrong Avenue & Olive Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 177 45 107 391 19 72 203 194 50 294 554 Future Volume (veh/h) 83 177 45 107 391 19 72 203 194 50 294 554 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 99 211 54 127 465 23 86 242 231 60 350 660 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 123 259 220 154 556 248 164 461 536 79 459 1003 Arrive On Green 0.07 0.14 0.14 0.09 0.16 0.16 0.34 0.34 0.34 0.29 0.29 0.29 Sat Flow, veh/h 1781 1870 1585 1795 3582 1598 484 1362 1585 274 1598 2812 Grp Volume(v), veh/h 99 211 54 127 465 23 328 0 231 410 0 660 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1795 1791 1598 1846 0 1585 1871 0 1406 Q Serve(g_s), s 6.6 13.1 3.6 8.4 15.1 1.5 17.2 0.0 13.5 24.0 0.0 23.7 Cycle Q Clear(g_c), s 6.6 13.1 3.6 8.4 15.1 1.5 17.2 0.0 13.5 24.0 0.0 23.7 Prop In Lane 1.00 1.00 1.00 1.00 0.26 1.00 0.15 1.00
Lane Grp Cap(c), veh/h 123 259 220 154 556 248 624 0 536 538 0 1003 V/C Ratio(X) 0.80 0.81 0.25 0.83 0.84 0.09 0.53 0.00 0.43 0.76 0.00 0.66 Avail Cap(c_a), veh/h 171 335 284 202 701 313 624 0 536 538 0 1003 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.77 0.00 0.77 Uniform Delay (d), s/veh 55.0 50.2 46.1 54.0 49.2 43.4 32.0 0.0 30.8 39.0 0.0 32.4 Incr Delay (d2), s/veh 17.1 11.2 0.6 18.7 7.1 0.2 3.1 0.0 2.5 7.7 0.0 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 6.8 1.4 4.5 7.1 0.6 7.9 0.0 5.4 11.7 0.0 8.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.1 61.3 46.7 72.7 56.3 43.6 35.1 0.0 33.3 46.7 0.0 35.1 LnGrp LOS E E D E E D D A C D A D
Approach Vol, veh/h 364 615 559 1070
Approach Delay, s/veh 62.1 59.2 34.4 39.5
Approach LOS E E C D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 45.1 14.8 21.1 39.0 12.8 23.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 32.5 13.5 21.5 34.5 11.5 23.5 Max Q Clear Time (g_c+I1), s 19.2 10.4 15.1 26.0 8.6 17.1 Green Ext Time (p_c), s 2.1 0.1 0.6 3.4 0.0 1.5
Intersection Summary
HCM 6th Ctrl Delay 46.2
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 10: Temperance Avenue & McKinley Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 185 22 207 140 104 7 361 342 104 576 6 Future Volume (veh/h) 14 185 22 207 140 104 7 361 342 104 576 6 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1856 1856 1856 1811 1811 1811 1885 1885 1885 Adj Flow Rate, veh/h 16 215 26 241 163 121 8 420 398 121 670 7 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 22333666111
Cap, veh/h 31 246 30 237 496 421 17 831 741 148 2017 21 Arrive On Green 0.02 0.15 0.15 0.13 0.27 0.27 0.01 0.48 0.48 0.08 0.56 0.56 Sat Flow, veh/h 1781 1637 198 1767 1856 1572 1725 1721 1535 1795 3631 38 Grp Volume(v), veh/h 16 0 241 241 163 121 8 420 398 121 330 347 Grp Sat Flow(s),veh/h/ln1781 0 1835 1767 1856 1572 1725 1721 1535 1795 1791 1878 Q Serve(g_s), s 1.1 0.0 15.4 16.1 8.5 7.3 0.6 20.0 21.7 8.0 12.1 12.1 Cycle Q Clear(g_c), s 1.1 0.0 15.4 16.1 8.5 7.3 0.6 20.0 21.7 8.0 12.1 12.1 Prop In Lane 1.00 0.11 1.00 1.00 1.00 1.00 1.00 0.02
Lane Grp Cap(c), veh/h 31 0 276 237 496 421 17 831 741 148 995 1043 V/C Ratio(X) 0.52 0.00 0.87 1.02 0.33 0.29 0.48 0.51 0.54 0.82 0.33 0.33 Avail Cap(c_a), veh/h 132 0 382 237 498 422 122 831 741 230 995 1043 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.5 0.0 49.8 52.0 35.3 34.9 59.1 21.2 21.7 54.2 14.5 14.5 Incr Delay (d2), s/veh 13.0 0.0 14.9 62.7 0.4 0.4 19.4 2.2 2.8 12.1 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 7.9 11.0 3.7 2.7 0.3 8.1 7.9 4.0 4.8 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.5 0.0 64.7 114.7 35.7 35.2 78.5 23.4 24.4 66.3 15.4 15.4 LnGrp LOS E A E F D D E C C E B B
Approach Vol, veh/h 257 525 826 798
Approach Delay, s/veh 65.1 71.9 24.5 23.1
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 14.4 62.4 20.6 22.6 5.7 71.2 6.6 36.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.4 45.5 16.1 25.0 8.5 52.4 8.9 32.2 Max Q Clear Time (g_c+I1), s 10.0 23.7 18.1 17.4 2.6 14.1 3.1 10.5 Green Ext Time (p_c), s 0.1 5.0 0.0 0.7 0.0 4.0 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 38.7
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Near Term MIT WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 9
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 061004 6 7 800 6 4 6 6 7
Future Vol, veh/h 21 061004 6 7 800 6 4 6 6 7
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 1 1 0-- 1 1 0--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 5 55000444111
Mvmt Flow 24 071005 7 7 900 7 4 3 7 7

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1182 1571 410 1161 1609 390 820 0 0 779 0 0 Stage 1 782 782 - 789 789 -------
Stage 2 400 789 - 372 820 -------
Critical Hdwy 7.6 6.6 7 7.5 6.5 6.9 4.18 - - 4.12 - -
Critical Hdwy Stg 1 6.6 5.6 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.6 5.6 - 6.5 5.5 -------
Follow-up Hdwy 3.55 4.05 3.35 3.5 4 3.3 2.24 - - 2.21 - - Pot Cap-1 Maneuver 284 153 *815 *306 148 614 1092 - - 840 - - Stage 1 692 624 - *354 405 -------
Stage 2 589 393 - *780 602 -------
Platoon blocked, % 1 1111 1 - - - -
Mov Cap-1 Maneuver 283 152 *815 *302 147 614 1092 - - 840 - - Mov Cap-2 Maneuver 283 152 - *302 147 -------
Stage 1 689 624 - *352 403 -------
Stage 2 586 391 - *774 602 -------

Approach EB WB NB SB
HCM Control Delay, s 17 17 0 0

HCM LOS C C

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1092 - - 331 302 840 - -
HCM Lane V/C Ratio 0.004 - - 0.094 0.004 - - -
HCM Control Delay (s) 8.3 - - 17 17 0 - -
HCM Lane LOS A - - C C A - -
HCM 95th %tile Q(veh) 0 - - 0.3 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Tract Map 6360 Project 1: Fowler Avenue & McKinley Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 13 35 924 10 53 708
Future Volume (veh/h) 13 35 924 10 53 708
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1856 1856
Adj Flow Rate, veh/h 14 38 1004 11 58 770
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 222233
Cap, veh/h 72 64 2762 30 75 3030
Arrive On Green 0.04 0.04 1.00 1.00 0.04 0.86
Sat Flow, veh/h 1781 1585 3694 39 1767 3618
Grp Volume(v), veh/h 14 38 495 520 58 770
Grp Sat Flow(s),veh/h/ln 1781 1585 1777 1863 1767 1763
Q Serve(g_s), s 0.7 2.1 0.0 0.0 2.9 3.5
Cycle Q Clear(g_c), s 0.7 2.1 0.0 0.0 2.9 3.5
Prop In Lane 1.00 1.00 0.02 1.00
Lane Grp Cap(c), veh/h 72 64 1363 1429 75 3030
V/C Ratio(X) 0.19 0.59 0.36 0.36 0.77 0.25
Avail Cap(c_a), veh/h 505 449 1363 1429 167 3030
HCM Platoon Ratio 1.00 1.00 1.33 1.33 1.00 1.00
Upstream Filter(I) 0.98 0.98 0.91 0.91 1.00 1.00
Uniform Delay (d), s/veh 41.8 42.5 0.0 0.0 42.7 1.1
Incr Delay (d2), s/veh 1.3 8.3 0.7 0.7 15.2 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 0.9 0.3 0.3 1.5 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 50.8 0.7 0.7 57.9 1.3
LnGrp LOS D D AAEA
Approach Vol, veh/h 52 1015 828
Approach Delay, s/veh 48.7 0.7 5.3
Approach LOS D A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.3 73.5 81.9 8.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 8.5 42.5 55.5 25.5
Max Q Clear Time (g_c+I1), s 4.9 2.0 5.5 4.1
Green Ext Time (p_c), s 0.0 6.7 5.4 0.1
Intersection Summary
HCM 6th Ctrl Delay 4.0
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 2: Fowler Avenue & Floradora Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 104 100 834 85 102 619
Future Volume (veh/h) 104 100 834 85 102 619
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1811 1811 1870 1870 1856 1856
Adj Flow Rate, veh/h 106 102 851 87 104 632
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 6 62233
Cap, veh/h 160 142 2224 227 131 2847
Arrive On Green 0.09 0.09 1.00 1.00 0.15 1.00
Sat Flow, veh/h 1725 1535 3348 333 1767 3618
Grp Volume(v), veh/h 106 102 465 473 104 632
Grp Sat Flow(s),veh/h/ln1725 1535 1777 1810 1767 1763
Q Serve(g_s), s 5.3 5.8 0.0 0.0 5.1 0.0
Cycle Q Clear(g_c), s 5.3 5.8 0.0 0.0 5.1 0.0
Prop In Lane 1.00 1.00 0.18 1.00
Lane Grp Cap(c), veh/h 160 142 1214 1237 131 2847
V/C Ratio(X) 0.66 0.72 0.38 0.38 0.79 0.22
Avail Cap(c_a), veh/h 489 435 1214 1237 265 2847
HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.81 0.81 0.98 0.98
Uniform Delay (d), s/veh 39.5 39.7 0.0 0.0 37.7 0.0
Incr Delay (d2), s/veh 4.7 6.6 0.7 0.7 10.1 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.5 2.4 0.3 0.3 2.3 0.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.1 46.3 0.7 0.7 47.7 0.2
LnGrp LOS D D A A D A
Approach Vol, veh/h 208 938 736
Approach Delay, s/veh 45.2 0.7 6.9
Approach LOS D A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 11.2 66.0 77.2 12.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 13.5 37.5 55.5 25.5
Max Q Clear Time (g_c+I1), s 7.1 2.0 2.0 7.8
Green Ext Time (p_c), s 0.1 6.0 4.2 0.6
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 3: Fowler Avenue & Olive Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 139 124 43 272 86 93 6 652 185 30 661 15 Future Volume (veh/h) 139 124 43 272 86 93 6 652 185 30 661 15 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 140 125 43 275 87 94 6 659 187 30 668 15 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 22222333444
Cap, veh/h 174 160 55 310 162 175 14 1291 366 51 1741 39 Arrive On Green 0.10 0.12 0.12 0.17 0.20 0.20 0.01 0.48 0.48 0.06 1.00 1.00 Sat Flow, veh/h 1781 1330 458 1781 822 888 1767 2711 769 1753 3497 78 Grp Volume(v), veh/h 140 0 168 275 0 181 6 428 418 30 334 349 Grp Sat Flow(s),veh/h/ln1781 0 1788 1781 0 1710 1767 1763 1717 1753 1749 1827 Q Serve(g_s), s 6.9 0.0 8.2 13.6 0.0 8.6 0.3 15.1 15.2 1.5 0.1 0.1 Cycle Q Clear(g_c), s 6.9 0.0 8.2 13.6 0.0 8.6 0.3 15.1 15.2 1.5 0.1 0.1 Prop In Lane 1.00 0.26 1.00 0.52 1.00 0.45 1.00 0.04
Lane Grp Cap(c), veh/h 174 0 216 310 0 336 14 840 818 51 871 909 V/C Ratio(X) 0.80 0.00 0.78 0.89 0.00 0.54 0.44 0.51 0.51 0.58 0.38 0.38 Avail Cap(c_a), veh/h 279 0 497 327 0 511 98 840 818 97 871 909 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 39.8 0.0 38.4 36.3 0.0 32.5 44.5 16.3 16.3 41.8 0.1 0.1 Incr Delay (d2), s/veh 8.5 0.0 6.0 23.7 0.0 1.3 20.6 2.2 2.3 9.8 1.2 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.0 3.8 7.6 0.0 3.5 0.2 5.9 5.8 0.7 0.3 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.3 0.0 44.4 60.0 0.0 33.8 65.0 18.5 18.6 51.6 1.3 1.3 LnGrp LOS D A D E A C E B B D A A
Approach Vol, veh/h 308 456 852 713
Approach Delay, s/veh 46.2 49.6 18.9 3.4
Approach LOS D D B A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s7.1 47.4 20.1 15.4 5.2 49.3 13.3 22.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 25.5 16.5 25.0 5.0 25.5 14.1 26.9 Max Q Clear Time (g_c+I1), s 3.5 17.2 15.6 10.2 2.3 2.1 8.9 10.6 Green Ext Time (p_c), s 0.0 3.1 0.1 0.6 0.0 3.7 0.1 0.8 Intersection Summary
HCM 6th Ctrl Delay 23.8
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 453 0 826 0000 7 6 6 1 2 9 1 2 8 5 3 90 Future Volume (veh/h) 453 0 826 0000 7 6 6 1 2 9 1 2 8 5 3 90 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 498 0 908 0 842 142 141 592 0
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 1107 0 894 0 1425 635 224 1915 0
Arrive On Green 0.32 0.00 0.32 0.00 0.40 0.40 0.06 0.54 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 498 0 908 0 842 142 141 592 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 10.2 0.0 28.6 0.0 16.7 5.3 3.6 8.3 0.0
Cycle Q Clear(g_c), s 10.2 0.0 28.6 0.0 16.7 5.3 3.6 8.3 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1107 0 894 0 1425 635 224 1915 0 V/C Ratio(X) 0.45 0.00 1.02 0.00 0.59 0.22 0.63 0.31 0.00 Avail Cap(c_a), veh/h 1107 0 894 0 1425 635 284 1915 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.89 0.89 0.97 0.97 0.00 Uniform Delay (d), s/veh 24.4 0.0 30.7 0.0 21.2 17.7 41.0 11.5 0.0 Incr Delay (d2), s/veh 1.2 0.0 34.2 0.0 1.6 0.7 1.1 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 0.0 13.4 0.0 6.6 1.9 1.5 2.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.7 0.0 64.9 0.0 22.8 18.5 42.1 11.9 0.0 LnGrp LOS C A F A C B D B A
Approach Vol, veh/h 1406 984 733
Approach Delay, s/veh 51.0 22.2 17.7
Approach LOS D C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.4 42.6 35.0 55.0
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 7.4 34.5 * 29 46.8
Max Q Clear Time (g_c+I1), s 5.6 18.7 30.6 10.3
Green Ext Time (p_c), s 0.0 9.1 0.0 8.4
Intersection Summary
HCM 6th Ctrl Delay 34.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 7: Armstrong Avenue & McKinley Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 33 30 29 35 40 13 579 43 52 338 0 Future Volume (veh/h) 0 33 30 29 35 40 13 579 43 52 338 0 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 0 36 33 32 38 43 14 629 47 57 367 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222333
Cap, veh/h 2 56 51 54 114 129 29 1144 85 75 1283 0
Arrive On Green 0.00 0.06 0.06 0.03 0.14 0.14 0.03 1.00 1.00 0.04 0.69 0.00 Sat Flow, veh/h 1781 898 824 1781 801 906 1781 1719 128 1767 1856 0 Grp Volume(v), veh/h 0 0 69 32 0 81 14 0 676 57 367 0
Grp Sat Flow(s),veh/h/ln1781 0 1722 1781 0 1707 1781 0 1847 1767 1856 0 Q Serve(g_s), s 0.0 0.0 3.5 1.6 0.0 3.8 0.7 0.0 0.0 2.9 6.9 0.0 Cycle Q Clear(g_c), s 0.0 0.0 3.5 1.6 0.0 3.8 0.7 0.0 0.0 2.9 6.9 0.0 Prop In Lane 1.00 0.48 1.00 0.53 1.00 0.07 1.00 0.00
Lane Grp Cap(c), veh/h 2 0 106 54 0 243 29 0 1229 75 1283 0 V/C Ratio(X) 0.00 0.00 0.65 0.59 0.00 0.33 0.48 0.00 0.55 0.76 0.29 0.00 Avail Cap(c_a), veh/h 105 0 348 101 0 341 99 0 1229 104 1283 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 0.94 1.00 0.00 1.00 0.91 0.00 0.91 1.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 0.0 41.3 43.1 0.0 34.7 43.1 0.0 0.0 42.7 5.3 0.0 Incr Delay (d2), s/veh 0.0 0.0 6.1 9.7 0.0 0.8 10.7 0.0 1.6 19.3 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 1.6 0.8 0.0 1.6 0.4 0.0 0.6 1.6 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 47.4 52.7 0.0 35.5 53.8 0.0 1.6 61.9 5.9 0.0 LnGrp LOS A A D D A D D AAEAA
Approach Vol, veh/h 69 113 690 424
Approach Delay, s/veh 47.4 40.4 2.7 13.4
Approach LOS D D A B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.3 64.4 7.3 10.1 6.0 66.7 0.0 17.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.3 43.4 5.1 18.2 5.0 43.7 5.3 18.0 Max Q Clear Time (g_c+I1), s 4.9 2.0 3.6 5.5 2.7 8.9 0.0 5.8 Green Ext Time (p_c), s 0.0 4.8 0.0 0.2 0.0 2.1 0.0 0.2 Intersection Summary
HCM 6th Ctrl Delay 11.9
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 8: Armstrong Avenue & Floradora Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 6 5 17 4 12 8 611 33 12 341 30 Future Volume (veh/h) 42 6 5 17 4 12 8 611 33 12 341 30 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 45 6 5 18 4 13 9 657 35 13 367 32
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 11222222333
Cap, veh/h 148 55 46 153 22 73 910 1482 79 638 1417 124 Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.84 0.84 0.84 1.00 1.00 1.00 Sat Flow, veh/h 1407 951 792 1404 387 1257 986 1760 94 746 1682 147 Grp Volume(v), veh/h 45 0 11 18 0 17 9 0 692 13 0 399
Grp Sat Flow(s),veh/h/ln1407 0 1743 1404 0 1644 986 0 1853 746 0 1829 Q Serve(g_s), s 2.8 0.0 0.5 1.1 0.0 0.9 0.1 0.0 8.5 0.2 0.0 0.0 Cycle Q Clear(g_c), s 3.7 0.0 0.5 1.6 0.0 0.9 0.1 0.0 8.5 8.6 0.0 0.0 Prop In Lane 1.00 0.45 1.00 0.76 1.00 0.05 1.00 0.08
Lane Grp Cap(c), veh/h 148 0 101 153 0 95 910 0 1561 638 0 1540 V/C Ratio(X) 0.30 0.00 0.11 0.12 0.00 0.18 0.01 0.00 0.44 0.02 0.00 0.26 Avail Cap(c_a), veh/h 355 0 358 360 0 338 910 0 1561 638 0 1540 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 0.85 0.00 0.85 1.00 0.00 1.00 0.57 0.00 0.57 0.97 0.00 0.97 Uniform Delay (d), s/veh 42.1 0.0 40.2 41.0 0.0 40.4 1.1 0.0 1.8 0.5 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.4 0.3 0.0 0.9 0.0 0.0 0.5 0.1 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 0.2 0.4 0.0 0.4 0.0 0.0 0.7 0.0 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.1 0.0 40.6 41.3 0.0 41.2 1.1 0.0 2.3 0.5 0.0 0.4 LnGrp LOS D A D D A D AAAAAA
Approach Vol, veh/h 56 35 701 412
Approach Delay, s/veh 42.6 41.3 2.3 0.4
Approach LOS D D A A
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 80.3 9.7 80.3 9.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 62.5 18.5 62.5 18.5
Max Q Clear Time (g_c+I1), s 10.5 5.7 10.6 3.6
Green Ext Time (p_c), s 5.1 0.1 2.5 0.1
Intersection Summary
HCM 6th Ctrl Delay 4.7
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 9: Armstrong Avenue & Olive Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 212 182 29 80 243 36 84 402 142 12 194 155 Future Volume (veh/h) 212 182 29 80 243 36 84 402 142 12 194 155 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 228 196 31 86 261 39 90 432 153 13 209 167 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 00222222333
Cap, veh/h 255 337 285 109 346 154 129 619 639 23 363 966 Arrive On Green 0.14 0.18 0.18 0.06 0.10 0.10 0.40 0.40 0.40 0.21 0.21 0.21 Sat Flow, veh/h 1810 1900 1610 1781 3554 1585 320 1535 1585 108 1742 2768 Grp Volume(v), veh/h 228 196 31 86 261 39 522 0 153 222 0 167 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1781 1777 1585 1854 0 1585 1850 0 1384 Q Serve(g_s), s 14.9 11.4 1.9 5.7 8.6 2.7 28.0 0.0 7.6 13.0 0.0 5.0 Cycle Q Clear(g_c), s 14.9 11.4 1.9 5.7 8.6 2.7 28.0 0.0 7.6 13.0 0.0 5.0 Prop In Lane 1.00 1.00 1.00 1.00 0.17 1.00 0.06 1.00
Lane Grp Cap(c), veh/h 255 337 285 109 346 154 748 0 639 385 0 966 V/C Ratio(X) 0.89 0.58 0.11 0.79 0.75 0.25 0.70 0.00 0.24 0.58 0.00 0.17 Avail Cap(c_a), veh/h 264 413 350 184 622 277 748 0 639 385 0 966 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.98 0.00 0.98 Uniform Delay (d), s/veh 50.7 45.3 41.4 55.6 52.8 50.1 29.7 0.0 23.6 42.7 0.0 27.0 Incr Delay (d2), s/veh 29.2 1.6 0.2 11.9 3.3 0.8 5.3 0.0 0.9 6.0 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 5.4 0.8 2.9 3.9 1.1 13.0 0.0 2.9 6.4 0.0 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 79.9 46.9 41.6 67.5 56.1 51.0 35.1 0.0 24.5 48.8 0.0 27.4 LnGrp LOS E D D E E D D A C D A C
Approach Vol, veh/h 455 386 675 389
Approach Delay, s/veh 63.1 58.1 32.7 39.6
Approach LOS E E C D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 52.9 11.8 25.8 29.5 21.4 16.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 38.5 12.4 26.1 25.0 17.5 21.0 Max Q Clear Time (g_c+I1), s 30.0 7.7 13.4 15.0 16.9 10.6 Green Ext Time (p_c), s 2.3 0.1 0.8 1.3 0.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 46.5
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 10: Temperance Avenue & McKinley Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 38 14 113 52 53 24 508 107 103 448 17 Future Volume (veh/h) 11 38 14 113 52 53 24 508 107 103 448 17 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 12 43 16 128 59 60 27 577 122 117 509 19 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 24 66 24 148 225 191 44 1877 396 133 2438 91 Arrive On Green 0.01 0.05 0.05 0.08 0.12 0.12 0.02 0.64 0.64 0.07 0.69 0.69 Sat Flow, veh/h 1781 1300 484 1795 1885 1598 1781 2921 616 1795 3521 131 Grp Volume(v), veh/h 12 0 59 128 59 60 27 350 349 117 259 269 Grp Sat Flow(s),veh/h/ln1781 0 1783 1795 1885 1598 1781 1777 1760 1795 1791 1862 Q Serve(g_s), s 0.8 0.0 3.9 8.5 3.4 4.1 1.8 10.5 10.6 7.7 6.2 6.3 Cycle Q Clear(g_c), s 0.8 0.0 3.9 8.5 3.4 4.1 1.8 10.5 10.6 7.7 6.2 6.3 Prop In Lane 1.00 0.27 1.00 1.00 1.00 0.35 1.00 0.07
Lane Grp Cap(c), veh/h 24 0 90 148 225 191 44 1142 1131 133 1240 1289 V/C Ratio(X) 0.49 0.00 0.65 0.86 0.26 0.31 0.61 0.31 0.31 0.88 0.21 0.21 Avail Cap(c_a), veh/h 150 0 374 148 393 333 147 1142 1131 133 1240 1289 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.8 0.0 55.9 54.4 48.0 48.4 57.9 9.5 9.5 55.0 6.6 6.6 Incr Delay (d2), s/veh 14.4 0.0 7.8 37.7 0.6 0.9 13.0 0.7 0.7 43.9 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 1.9 5.2 1.6 1.6 1.0 3.9 3.8 5.0 2.2 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 73.2 0.0 63.7 92.0 48.7 49.3 71.0 10.2 10.3 98.9 7.0 7.0 LnGrp LOS E A E F D D E B B F A A
Approach Vol, veh/h 71 247 726 645
Approach Delay, s/veh 65.3 71.3 12.5 23.7
Approach LOS E E B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.4 81.6 14.4 10.6 7.5 87.6 6.1 18.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.9 58.0 9.9 25.2 9.9 57.0 10.1 25.0 Max Q Clear Time (g_c+I1), s 9.7 12.6 10.5 5.9 3.8 8.3 2.8 6.1 Green Ext Time (p_c), s 0.0 4.4 0.0 0.2 0.0 3.0 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 27.6
HCM 6th LOS C
HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Near Term WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 9
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 10 1003 6 1 701 5 2 0 2 1
Future Vol, veh/h 15 0 10 1003 6 1 701 5 2 0 2 1
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 1 1 0-- 1 1 0--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 16 0 11 1003 6 4 901 5 4 7 2 2

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 891 1215 285 931 1226 325 569 0 0 649 0 0 Stage 1 560 560 - 655 655 -------
Stage 2 331 655 - 276 571 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.22 - - 2.21 - -
Pot Cap-1 Maneuver *445 *263 *879 *411 *258 677 *1307 - - 940 - - Stage 1 *829 *725 - *426 *466 -------
Stage 2 *662 *466 - *829 *725 -------
Platoon blocked, % 1 1111 1 - - - -
Mov Cap-1 Maneuver *444 *262 *879 *404 *257 677 *1307 - - 940 - - Mov Cap-2 Maneuver *444 *262 - *404 *257 -------
Stage 1 *827 *725 - *425 *465 -------
Stage 2 *660 *465 - *818 *725 -------

Approach EB WB NB SB
HCM Control Delay, s 11.8 13.9 0 0

HCM LOS B B

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) * 1307 - - 554 404 940 - -
HCM Lane V/C Ratio 0.002 - - 0.048 0.003 0.001 - -
HCM Control Delay (s) 7.8 - - 11.8 13.9 8.8 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Tract Map 6360 Project 1: Fowler Avenue & McKinley Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 31 144 364 141 103 273 633 48 104 826 26 Future Volume (veh/h) 49 31 144 364 141 103 273 633 48 104 826 26 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1841 1841 1841 1885 1885 1885 Adj Flow Rate, veh/h 53 34 157 396 153 112 297 688 52 113 898 28 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222444111
Cap, veh/h 68 40 183 384 315 230 292 1386 105 139 1174 37 Arrive On Green 0.04 0.14 0.14 0.22 0.31 0.31 0.17 0.42 0.42 0.08 0.33 0.33 Sat Flow, veh/h 1781 290 1339 1781 1004 735 1753 3296 249 1795 3546 111 Grp Volume(v), veh/h 53 0 191 396 0 265 297 365 375 113 454 472 Grp Sat Flow(s),veh/h/ln 1781 0 1629 1781 0 1738 1753 1749 1796 1795 1791 1865 Q Serve(g_s), s 3.5 0.0 13.8 25.9 0.0 14.8 20.0 18.3 18.4 7.4 27.2 27.2 Cycle Q Clear(g_c), s 3.5 0.0 13.8 25.9 0.0 14.8 20.0 18.3 18.4 7.4 27.2 27.2 Prop In Lane 1.00 0.82 1.00 0.42 1.00 0.14 1.00 0.06
Lane Grp Cap(c), veh/h 68 0 222 384 0 545 292 736 755 139 593 618 V/C Ratio(X) 0.77 0.00 0.86 1.03 0.00 0.49 1.02 0.50 0.50 0.82 0.76 0.76 Avail Cap(c_a), veh/h 135 0 339 384 0 605 292 736 755 169 593 618 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.38 0.00 0.38 0.95 0.95 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.2 0.0 50.7 47.0 0.0 33.3 50.0 25.4 25.5 54.5 35.9 35.9 Incr Delay (d2), s/veh 16.8 0.0 13.0 36.3 0.0 0.3 55.6 2.3 2.2 21.9 9.1 8.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 6.2 14.8 0.0 6.0 12.9 7.6 7.8 4.1 12.7 13.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 73.9 0.0 63.7 83.3 0.0 33.6 105.6 27.7 27.7 76.4 45.0 44.7 LnGrp LOS E A E F A C F C C E D D
Approach Vol, veh/h 244 661 1037 1039
Approach Delay, s/veh 65.9 63.4 50.0 48.3
Approach LOS E E D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.8 55.0 30.4 20.9 24.5 44.2 9.1 42.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.3 39.8 25.9 25.0 20.0 31.1 9.1 41.8 Max Q Clear Time (g_c+I1), s 9.4 20.4 27.9 15.8 22.0 29.2 5.5 16.8 Green Ext Time (p_c), s 0.0 3.9 0.0 0.6 0.0 1.0 0.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 53.7
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 2: Fowler Avenue & Floradora Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 74 75 601 108 138 751
Future Volume (veh/h) 74 75 601 108 138 751
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1826 1826 1841 1841 1885 1885
Adj Flow Rate, veh/h 76 77 620 111 142 774
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 5 54411
Cap, veh/h 128 114 2011 359 176 2960
Arrive On Green 0.07 0.07 0.68 0.68 0.10 0.83
Sat Flow, veh/h 1739 1547 3056 530 1795 3676
Grp Volume(v), veh/h 76 77 365 366 142 774
Grp Sat Flow(s),veh/h/ln1739 1547 1749 1745 1795 1791
Q Serve(g_s), s 3.8 4.4 7.6 7.7 7.0 4.3
Cycle Q Clear(g_c), s 3.8 4.4 7.6 7.7 7.0 4.3
Prop In Lane 1.00 1.00 0.30 1.00
Lane Grp Cap(c), veh/h 128 114 1186 1184 176 2960
V/C Ratio(X) 0.59 0.68 0.31 0.31 0.81 0.26
Avail Cap(c_a), veh/h 493 438 1186 1184 269 2960
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.74 0.74 0.33 0.33
Uniform Delay (d), s/veh 40.4 40.6 5.9 5.9 39.7 1.7
Incr Delay (d2), s/veh 4.3 6.8 0.5 0.5 3.5 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.8 1.9 2.1 2.1 3.1 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.7 47.5 6.4 6.4 43.2 1.8
LnGrp LOS D D A A D A
Approach Vol, veh/h 153 731 916
Approach Delay, s/veh 46.1 6.4 8.2
Approach LOS D A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 13.3 65.5 78.9 11.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 13.5 37.5 55.5 25.5
Max Q Clear Time (g_c+I1), s 9.0 9.7 6.3 6.4
Green Ext Time (p_c), s 0.1 4.2 5.4 0.4
Intersection Summary
HCM 6th Ctrl Delay 10.7
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 3: Fowler Avenue & Olive Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 39 101 24 520 323 78 33 603 162 38 764 48 Future Volume (veh/h) 39 101 24 520 323 78 33 603 162 38 764 48 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1885 1885 1885 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 42 110 26 565 351 85 36 655 176 41 830 52 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 11111333222
Cap, veh/h 62 144 34 512 511 124 56 1108 297 61 1378 86 Arrive On Green 0.03 0.10 0.10 0.28 0.35 0.35 0.03 0.40 0.40 0.03 0.41 0.41 Sat Flow, veh/h 1795 1474 348 1795 1466 355 1767 2748 738 1781 3396 213 Grp Volume(v), veh/h 42 0 136 565 0 436 36 420 411 41 434 448 Grp Sat Flow(s),veh/h/ln1795 0 1822 1795 0 1821 1767 1763 1723 1781 1777 1832 Q Serve(g_s), s 2.3 0.0 7.3 28.5 0.0 20.5 2.0 18.7 18.7 2.3 19.2 19.2 Cycle Q Clear(g_c), s 2.3 0.0 7.3 28.5 0.0 20.5 2.0 18.7 18.7 2.3 19.2 19.2 Prop In Lane 1.00 0.19 1.00 0.19 1.00 0.43 1.00 0.12
Lane Grp Cap(c), veh/h 62 0 178 512 0 634 56 711 695 61 721 743 V/C Ratio(X) 0.68 0.00 0.76 1.10 0.00 0.69 0.64 0.59 0.59 0.68 0.60 0.60 Avail Cap(c_a), veh/h 118 0 456 512 0 854 88 711 695 89 721 743 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 47.7 0.0 44.0 35.8 0.0 27.9 47.9 23.4 23.4 47.8 23.4 23.4 Incr Delay (d2), s/veh 12.3 0.0 6.6 71.4 0.0 1.4 11.8 3.6 3.7 12.1 3.6 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 3.5 21.8 0.0 8.6 1.0 7.9 7.7 1.2 8.0 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.0 0.0 50.6 107.1 0.0 29.3 59.6 27.0 27.1 59.8 27.0 26.9 LnGrp LOS E A D F A C E C C E C C
Approach Vol, veh/h 178 1001 867 923
Approach Delay, s/veh 52.8 73.2 28.4 28.4
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s7.9 44.8 33.0 14.3 7.7 45.1 7.9 39.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.5 28.5 25.0 5.0 23.5 6.6 46.9 Max Q Clear Time (g_c+I1), s 4.3 20.7 30.5 9.3 4.0 21.2 4.3 22.5 Green Ext Time (p_c), s 0.0 1.3 0.0 0.5 0.0 1.1 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 45.0
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 330 0 487 0000 1229 140 110 431 0 Future Volume (veh/h) 330 0 487 0000 1229 140 110 431 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 0 1841 0 1856 1856 1870 1870 0 Adj Flow Rate, veh/h 355 0 524 0 1322 151 118 463 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 4 0 4 033220
Cap, veh/h 909 0 734 0 1596 712 218 2094 0
Arrive On Green 0.27 0.00 0.27 0.00 0.45 0.45 0.06 0.59 0.00 Sat Flow, veh/h 3401 0 2745 0 3618 1572 3456 3647 0
Grp Volume(v), veh/h 355 0 524 0 1322 151 118 463 0
Grp Sat Flow(s),veh/h/ln1700 0 1373 0 1763 1572 1728 1777 0 Q Serve(g_s), s 7.7 0.0 15.6 0.0 29.5 5.2 3.0 5.5 0.0
Cycle Q Clear(g_c), s 7.7 0.0 15.6 0.0 29.5 5.2 3.0 5.5 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 909 0 734 0 1596 712 218 2094 0
V/C Ratio(X) 0.39 0.00 0.71 0.00 0.83 0.21 0.54 0.22 0.00 Avail Cap(c_a), veh/h 1081 0 872 0 1596 712 284 2094 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.68 0.68 0.98 0.98 0.00 Uniform Delay (d), s/veh 27.0 0.0 29.9 0.0 21.6 14.9 40.9 8.7 0.0 Incr Delay (d2), s/veh 1.2 0.0 5.5 0.0 3.5 0.5 0.8 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 0.0 5.5 0.0 11.5 1.8 1.2 1.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.1 0.0 35.4 0.0 25.1 15.4 41.6 9.0 0.0 LnGrp LOS C A D A C B D A A
Approach Vol, veh/h 879 1473 581
Approach Delay, s/veh 32.5 24.1 15.6
Approach LOS C C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.3 47.3 30.5 59.5
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 7.4 34.5 * 29 48.5
Max Q Clear Time (g_c+I1), s 5.0 31.5 17.6 7.5
Green Ext Time (p_c), s 0.0 2.7 6.5 6.5
Intersection Summary
HCM 6th Ctrl Delay 24.9
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 7: Armstrong Avenue & McKinley Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 136 9 151 296 64 29 331 32 55 804 112 Future Volume (veh/h) 26 136 9 151 296 64 29 331 32 55 804 112 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 28 148 10 164 322 70 32 360 35 60 874 122 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222333111
Cap, veh/h 48 270 18 175 338 73 52 870 85 78 868 121
Arrive On Green 0.03 0.16 0.16 0.10 0.23 0.23 0.03 0.52 0.52 0.04 0.54 0.54 Sat Flow, veh/h 1781 1732 117 1781 1489 324 1767 1665 162 1795 1619 226 Grp Volume(v), veh/h 28 0 158 164 0 392 32 0 395 60 0 996 Grp Sat Flow(s),veh/h/ln1781 0 1849 1781 0 1812 1767 0 1826 1795 0 1845 Q Serve(g_s), s 1.6 0.0 7.9 9.1 0.0 21.3 1.8 0.0 13.2 3.3 0.0 53.7 Cycle Q Clear(g_c), s 1.6 0.0 7.9 9.1 0.0 21.3 1.8 0.0 13.2 3.3 0.0 53.7 Prop In Lane 1.00 0.06 1.00 0.18 1.00 0.09 1.00 0.12
Lane Grp Cap(c), veh/h 48 0 289 175 0 411 52 0 955 78 0 990 V/C Ratio(X) 0.58 0.00 0.55 0.94 0.00 0.95 0.61 0.00 0.41 0.77 0.00 1.01 Avail Cap(c_a), veh/h 91 0 333 175 0 411 90 0 955 160 0 990 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.70 0.00 0.70 1.00 0.00 1.00 0.98 0.00 0.98 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.1 0.0 38.9 44.8 0.0 38.1 48.0 0.0 14.5 47.3 0.0 23.2 Incr Delay (d2), s/veh 7.6 0.0 1.1 50.7 0.0 32.4 11.0 0.0 1.3 14.8 0.0 30.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 3.5 6.3 0.0 12.5 0.9 0.0 5.2 1.7 0.0 28.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.6 0.0 40.1 95.5 0.0 70.6 59.0 0.0 15.8 62.2 0.0 53.4 LnGrp LOS E A D F AEEABEAF
Approach Vol, veh/h 186 556 427 1056
Approach Delay, s/veh 42.4 77.9 19.1 53.9
Approach LOS D E B D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.8 56.8 14.3 20.1 7.4 58.2 7.2 27.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.9 45.3 9.8 18.0 5.1 49.1 5.1 22.7 Max Q Clear Time (g_c+I1), s 5.3 15.2 11.1 9.9 3.8 55.7 3.6 23.3 Green Ext Time (p_c), s 0.0 2.3 0.0 0.4 0.0 0.0 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 52.2
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 8: Armstrong Avenue & Floradora Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 27 8 21 107 8 19 5 293 22 3 905 45 Future Volume (veh/h) 27 8 21 107 8 19 5 293 22 3 905 45 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 29 9 23 116 9 21 5 318 24 3 984 49 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 228 57 147 227 62 144 354 1334 101 840 1383 69 Arrive On Green 0.12 0.12 0.12 0.12 0.12 0.12 0.78 0.78 0.78 0.78 0.78 0.78 Sat Flow, veh/h 1380 466 1190 1388 502 1172 546 1717 130 1047 1781 89 Grp Volume(v), veh/h 29 0 32 116 0 30 5 0 342 3 0 1033
Grp Sat Flow(s),veh/h/ln1380 0 1656 1388 0 1674 546 0 1847 1047 0 1869 Q Serve(g_s), s 1.7 0.0 1.6 7.3 0.0 1.4 0.4 0.0 4.6 0.1 0.0 24.8 Cycle Q Clear(g_c), s 3.2 0.0 1.6 8.9 0.0 1.4 25.2 0.0 4.6 4.6 0.0 24.8 Prop In Lane 1.00 0.72 1.00 0.70 1.00 0.07 1.00 0.05
Lane Grp Cap(c), veh/h 228 0 204 227 0 206 354 0 1435 840 0 1452 V/C Ratio(X) 0.13 0.00 0.16 0.51 0.00 0.15 0.01 0.00 0.24 0.00 0.00 0.71 Avail Cap(c_a), veh/h 342 0 340 341 0 344 354 0 1435 840 0 1452 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.79 0.00 0.79 1.00 0.00 1.00 0.89 0.00 0.89 0.19 0.00 0.19 Uniform Delay (d), s/veh 36.6 0.0 35.3 39.3 0.0 35.2 11.3 0.0 2.7 3.4 0.0 5.0 Incr Delay (d2), s/veh 0.2 0.0 0.3 1.8 0.0 0.3 0.1 0.0 0.3 0.0 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.6 2.6 0.0 0.6 0.1 0.0 1.0 0.0 0.0 4.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.8 0.0 35.6 41.0 0.0 35.6 11.4 0.0 3.1 3.4 0.0 5.6 LnGrp LOS D A D D A D BAAAAA
Approach Vol, veh/h 61 146 347 1036
Approach Delay, s/veh 36.2 39.9 3.2 5.6
Approach LOS D D A A
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 74.4 15.6 74.4 15.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 62.5 18.5 62.5 18.5
Max Q Clear Time (g_c+I1), s 27.2 5.2 26.8 10.9
Green Ext Time (p_c), s 2.0 0.1 9.8 0.2
Intersection Summary
HCM 6th Ctrl Delay 9.4
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 9: Armstrong Avenue & Olive Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 86 186 47 131 411 23 76 213 244 67 298 632 Future Volume (veh/h) 86 186 47 131 411 23 76 213 244 67 298 632 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 93 202 51 142 447 25 83 232 265 73 324 687 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 123 279 69 223 549 245 202 564 657 73 324 792 Arrive On Green 0.07 0.10 0.10 0.12 0.15 0.15 0.41 0.41 0.41 0.21 0.21 0.21 Sat Flow, veh/h 1781 2825 697 1795 3582 1598 486 1360 1585 343 1525 2812 Grp Volume(v), veh/h 93 125 128 142 447 25 315 0 265 397 0 687 Grp Sat Flow(s),veh/h/ln1781 1777 1745 1795 1791 1598 1846 0 1585 1868 0 1406 Q Serve(g_s), s 6.2 8.2 8.5 9.0 14.5 1.6 14.4 0.0 14.1 25.5 0.0 19.5 Cycle Q Clear(g_c), s 6.2 8.2 8.5 9.0 14.5 1.6 14.4 0.0 14.1 25.5 0.0 19.5 Prop In Lane 1.00 0.40 1.00 1.00 0.26 1.00 0.18 1.00
Lane Grp Cap(c), veh/h 123 176 172 223 549 245 766 0 657 397 0 792 V/C Ratio(X) 0.75 0.71 0.74 0.64 0.81 0.10 0.41 0.00 0.40 1.00 0.00 0.87 Avail Cap(c_a), veh/h 364 600 589 223 791 353 766 0 657 397 0 792 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.63 0.00 0.63 Uniform Delay (d), s/veh 54.8 52.4 52.6 50.0 49.1 43.7 24.8 0.0 24.7 47.3 0.0 41.0 Incr Delay (d2), s/veh 8.9 5.3 6.1 6.0 4.3 0.2 1.6 0.0 1.8 35.9 0.0 6.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 3.8 3.9 4.3 6.6 0.6 6.4 0.0 5.4 15.4 0.0 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.7 57.7 58.7 56.0 53.5 43.9 26.4 0.0 26.5 83.1 0.0 47.6 LnGrp LOS E E E E D D C A C F A D
Approach Vol, veh/h 346 614 580 1084
Approach Delay, s/veh 59.7 53.6 26.5 60.6
Approach LOS E D C E
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 54.3 19.4 16.4 30.0 12.8 22.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 25.5 10.5 40.5 25.5 24.5 26.5 Max Q Clear Time (g_c+I1), s 16.4 11.0 10.5 27.5 8.2 16.5 Green Ext Time (p_c), s 1.8 0.0 1.3 0.0 0.2 1.9
Intersection Summary
HCM 6th Ctrl Delay 51.3
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 10: Temperance Avenue & McKinley Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 45 194 23 217 147 109 105 472 359 109 1350 171 Future Volume (veh/h) 45 194 23 217 147 109 105 472 359 109 1350 171 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1856 1856 1856 1811 1811 1811 1885 1885 1885 Adj Flow Rate, veh/h 49 211 25 236 160 118 114 513 390 118 1467 186 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22333666111
Cap, veh/h 63 243 29 237 457 388 122 907 689 145 1592 200 Arrive On Green 0.04 0.15 0.15 0.13 0.25 0.25 0.07 0.49 0.49 0.08 0.50 0.50 Sat Flow, veh/h 1781 1641 194 1767 1856 1572 1725 1862 1415 1795 3202 402 Grp Volume(v), veh/h 49 0 236 236 160 118 114 474 429 118 814 839 Grp Sat Flow(s),veh/h/ln1781 0 1835 1767 1856 1572 1725 1721 1556 1795 1791 1813 Q Serve(g_s), s 3.3 0.0 15.1 16.0 8.5 7.3 7.9 23.4 23.4 7.8 50.2 52.0 Cycle Q Clear(g_c), s 3.3 0.0 15.1 16.0 8.5 7.3 7.9 23.4 23.4 7.8 50.2 52.0 Prop In Lane 1.00 0.11 1.00 1.00 1.00 0.91 1.00 0.22
Lane Grp Cap(c), veh/h 63 0 271 237 457 388 122 838 758 145 890 901 V/C Ratio(X) 0.78 0.00 0.87 1.00 0.35 0.30 0.93 0.57 0.57 0.81 0.91 0.93 Avail Cap(c_a), veh/h 132 0 382 237 498 422 122 838 758 230 890 901 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.4 0.0 50.0 51.9 37.3 36.8 55.5 21.8 21.8 54.3 27.8 28.3 Incr Delay (d2), s/veh 18.0 0.0 14.2 57.1 0.5 0.4 60.9 2.8 3.0 11.3 15.4 17.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 7.7 10.6 3.8 2.8 5.4 9.5 8.7 3.9 23.5 25.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.4 0.0 64.2 109.0 37.7 37.3 116.3 24.5 24.8 65.6 43.2 45.6 LnGrp LOS E A E F D D F C C E D D
Approach Vol, veh/h 285 514 1017 1771
Approach Delay, s/veh 66.2 70.3 34.9 45.8
Approach LOS E E C D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 14.2 63.0 20.6 22.2 13.0 64.2 8.8 34.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.4 45.5 16.1 25.0 8.5 52.4 8.9 32.2 Max Q Clear Time (g_c+I1), s 9.8 25.4 18.0 17.1 9.9 54.0 5.3 10.5 Green Ext Time (p_c), s 0.1 5.5 0.0 0.7 0.0 0.0 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 47.9
HCM 6th LOS D
HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Cumulative (2046) WP MIT - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 9
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 061004 7 1 200 9 6 0 7 0
Future Vol, veh/h 23 061004 7 1 200 9 6 0 7 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 1 1 0-- 1 1 0--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 5 55000444111
Mvmt Flow 25 071004 7 7 400 1043 76

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1476 1863 560 1304 1901 387 1119 0 0 774 0 0 Stage 1 1081 1081 - 782 782 -------
Stage 2 395 782 - 522 1119 -------
Critical Hdwy 7.6 6.6 7 7.5 6.5 6.9 4.18 - - 4.12 - -
Critical Hdwy Stg 1 6.6 5.6 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.6 5.6 - 6.5 5.5 -------
Follow-up Hdwy 3.55 4.05 3.35 3.5 4 3.3 2.24 - - 2.21 - - Pot Cap-1 Maneuver 233 111 *689 *371 107 617 972 - - 844 - - Stage 1 642 565 - *358 408 -------
Stage 2 593 396 - *659 540 -------
Platoon blocked, % 1 1111 1 - - - -
Mov Cap-1 Maneuver 232 111 *689 *366 106 617 972 - - 844 - - Mov Cap-2 Maneuver 232 111 - *366 106 -------
Stage 1 640 565 - *357 406 -------
Stage 2 591 394 - *653 540 -------

Approach EB WB NB SB
HCM Control Delay, s 20.2 14.9 0 0

HCM LOS C B

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 972 - - 269 366 844 - -
HCM Lane V/C Ratio 0.004 - - 0.117 0.003 - - -
HCM Control Delay (s) 8.7 - - 20.2 14.9 0 - -
HCM Lane LOS A - - C B A - -
HCM 95th %tile Q(veh) 0 - - 0.4 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Tract Map 6360 Project 1: Fowler Avenue & McKinley Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 112 50 307 77 73 37 318 970 160 56 743 68 Future Volume (veh/h) 112 50 307 77 73 37 318 970 160 56 743 68 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 122 54 334 84 79 40 346 1054 174 61 808 74 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222333
Cap, veh/h 133 59 366 107 290 147 346 1323 218 78 924 85 Arrive On Green 0.07 0.26 0.26 0.06 0.25 0.25 0.39 0.87 0.87 0.04 0.28 0.28 Sat Flow, veh/h 1781 225 1394 1781 1171 593 1781 3054 503 1767 3265 299 Grp Volume(v), veh/h 122 0 388 84 0 119 346 612 616 61 436 446 Grp Sat Flow(s),veh/h/ln 1781 0 1619 1781 0 1764 1781 1777 1780 1767 1763 1802 Q Serve(g_s), s 6.1 0.0 20.9 4.2 0.0 4.9 17.5 13.3 13.5 3.1 21.2 21.2 Cycle Q Clear(g_c), s 6.1 0.0 20.9 4.2 0.0 4.9 17.5 13.3 13.5 3.1 21.2 21.2 Prop In Lane 1.00 0.86 1.00 0.34 1.00 0.28 1.00 0.17
Lane Grp Cap(c), veh/h 133 0 425 107 0 438 346 770 771 78 499 510 V/C Ratio(X) 0.92 0.00 0.91 0.79 0.00 0.27 1.00 0.80 0.80 0.78 0.87 0.87 Avail Cap(c_a), veh/h 133 0 473 107 0 490 346 770 771 104 499 510 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.88 0.00 0.88 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.4 0.0 32.2 41.7 0.0 27.3 27.5 4.3 4.3 42.6 30.7 30.7 Incr Delay (d2), s/veh 54.4 0.0 20.8 28.0 0.0 0.3 45.6 7.6 7.7 23.5 18.8 18.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.0 9.9 2.6 0.0 1.9 9.4 3.2 3.3 1.8 10.8 11.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 95.8 0.0 52.9 69.7 0.0 27.6 73.1 11.9 12.0 66.0 49.6 49.3 LnGrp LOS F A D E A C EBBEDD
Approach Vol, veh/h 510 203 1574 943
Approach Delay, s/veh 63.2 45.0 25.3 50.5
Approach LOS E D C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.5 43.5 9.9 28.1 22.0 30.0 11.2 26.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.3 35.0 5.4 26.3 17.5 22.8 6.7 25.0 Max Q Clear Time (g_c+I1), s 5.1 15.5 6.2 22.9 19.5 23.2 8.1 6.9 Green Ext Time (p_c), s 0.0 7.4 0.0 0.7 0.0 0.0 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 39.9
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 2: Fowler Avenue & Floradora Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 109 105 876 89 107 650
Future Volume (veh/h) 109 105 876 89 107 650
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1811 1811 1870 1870 1856 1856
Adj Flow Rate, veh/h 111 107 894 91 109 663
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 6 62233
Cap, veh/h 166 148 2202 224 137 2834
Arrive On Green 0.10 0.10 1.00 1.00 0.15 1.00
Sat Flow, veh/h 1725 1535 3350 331 1767 3618
Grp Volume(v), veh/h 111 107 488 497 109 663
Grp Sat Flow(s),veh/h/ln1725 1535 1777 1811 1767 1763
Q Serve(g_s), s 5.6 6.1 0.0 0.0 5.4 0.0
Cycle Q Clear(g_c), s 5.6 6.1 0.0 0.0 5.4 0.0
Prop In Lane 1.00 1.00 0.18 1.00
Lane Grp Cap(c), veh/h 166 148 1202 1225 137 2834
V/C Ratio(X) 0.67 0.73 0.41 0.41 0.80 0.23
Avail Cap(c_a), veh/h 489 435 1202 1225 265 2834
HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.40 0.40 0.54 0.54
Uniform Delay (d), s/veh 39.3 39.5 0.0 0.0 37.3 0.0
Incr Delay (d2), s/veh 4.6 6.6 0.4 0.4 5.7 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.6 2.6 0.1 0.1 2.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.9 46.1 0.4 0.4 43.0 0.1
LnGrp LOS D D A A D A
Approach Vol, veh/h 218 985 772
Approach Delay, s/veh 45.0 0.4 6.2
Approach LOS D A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 11.5 65.4 76.8 13.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 13.5 37.5 55.5 25.5
Max Q Clear Time (g_c+I1), s 7.4 2.0 2.0 8.1
Green Ext Time (p_c), s 0.1 6.4 4.5 0.6
Intersection Summary
HCM 6th Ctrl Delay 7.6
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 3: Fowler Avenue & Olive Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 166 342 46 368 127 105 6 685 411 32 694 16 Future Volume (veh/h) 166 342 46 368 127 105 6 685 411 32 694 16 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 168 345 46 372 128 106 6 692 415 32 701 16 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 2 22222333444
Cap, veh/h 204 385 51 327 291 241 14 737 441 54 1295 30 Arrive On Green 0.11 0.24 0.24 0.18 0.31 0.31 0.01 0.35 0.35 0.06 0.74 0.74 Sat Flow, veh/h 1781 1616 215 1781 946 783 1767 2121 1269 1753 3495 80 Grp Volume(v), veh/h 168 0 391 372 0 234 6 575 532 32 351 366 Grp Sat Flow(s),veh/h/ln1781 0 1832 1781 0 1729 1767 1763 1627 1753 1749 1826 Q Serve(g_s), s 8.3 0.0 18.6 16.5 0.0 9.8 0.3 28.4 28.5 1.6 7.8 7.8 Cycle Q Clear(g_c), s 8.3 0.0 18.6 16.5 0.0 9.8 0.3 28.4 28.5 1.6 7.8 7.8 Prop In Lane 1.00 0.12 1.00 0.45 1.00 0.78 1.00 0.04
Lane Grp Cap(c), veh/h 204 0 437 327 0 532 14 613 566 54 648 677 V/C Ratio(X) 0.83 0.00 0.90 1.14 0.00 0.44 0.44 0.94 0.94 0.60 0.54 0.54 Avail Cap(c_a), veh/h 279 0 509 327 0 532 98 613 566 97 648 677 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 39.0 0.0 33.2 36.8 0.0 25.0 44.5 28.4 28.5 41.7 8.3 8.3 Incr Delay (d2), s/veh 13.4 0.0 16.6 93.0 0.0 0.6 20.6 24.0 25.7 9.9 3.1 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 0.0 9.7 15.2 0.0 3.8 0.2 15.0 14.1 0.8 2.4 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.4 0.0 49.8 129.7 0.0 25.5 65.0 52.4 54.1 51.6 11.5 11.3 LnGrp LOS D A D F A C E D D D B B
Approach Vol, veh/h 559 606 1113 749
Approach Delay, s/veh 50.6 89.5 53.3 13.1
Approach LOS D F D B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s7.3 35.8 21.0 26.0 5.2 37.8 14.8 32.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 25.5 16.5 25.0 5.0 25.5 14.1 27.4 Max Q Clear Time (g_c+I1), s 3.6 30.5 18.5 20.6 2.3 9.8 10.3 11.8 Green Ext Time (p_c), s 0.0 0.0 0.0 0.9 0.0 3.4 0.1 1.0 Intersection Summary
HCM 6th Ctrl Delay 50.1
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 474 0 867 0000 8 7 9 1 3 5 1 3 4 5 6 50 Future Volume (veh/h) 474 0 867 0000 8 7 9 1 3 5 1 3 4 5 6 50 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 515 0 942 0 955 147 146 614 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 0 1 022220
Cap, veh/h 1107 0 894 0 1424 635 224 1915 0
Arrive On Green 0.32 0.00 0.32 0.00 0.40 0.40 0.06 0.54 0.00 Sat Flow, veh/h 3483 0 2812 0 3647 1585 3456 3647 0
Grp Volume(v), veh/h 515 0 942 0 955 147 146 614 0
Grp Sat Flow(s),veh/h/ln1742 0 1406 0 1777 1585 1728 1777 0 Q Serve(g_s), s 10.7 0.0 28.6 0.0 19.8 5.5 3.7 8.7 0.0
Cycle Q Clear(g_c), s 10.7 0.0 28.6 0.0 19.8 5.5 3.7 8.7 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1107 0 894 0 1424 635 224 1915 0 V/C Ratio(X) 0.47 0.00 1.05 0.00 0.67 0.23 0.65 0.32 0.00 Avail Cap(c_a), veh/h 1107 0 894 0 1424 635 284 1915 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.81 0.81 0.97 0.97 0.00 Uniform Delay (d), s/veh 24.6 0.0 30.7 0.0 22.1 17.8 41.1 11.6 0.0 Incr Delay (d2), s/veh 1.3 0.0 45.4 0.0 2.1 0.7 1.5 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 0.0 14.8 0.0 7.9 2.0 1.6 3.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.9 0.0 76.1 0.0 24.2 18.5 42.6 12.0 0.0 LnGrp LOS C A F A C B D B A
Approach Vol, veh/h 1457 1102 760
Approach Delay, s/veh 58.4 23.4 17.9
Approach LOS E C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 12.4 42.6 35.0 55.0
Change Period (Y+Rc), s * 6.6 6.5 * 6.4 6.5
Max Green Setting (Gmax), s * 7.4 34.5 * 29 48.5
Max Q Clear Time (g_c+I1), s 5.7 21.8 30.6 10.7
Green Ext Time (p_c), s 0.0 8.5 0.0 8.9
Intersection Summary
HCM 6th Ctrl Delay 37.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary Tract Map 6360 Project 7: Armstrong Avenue & McKinley Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 76 75 32 50 62 47 14 605 205 59 354 51 Future Volume (veh/h) 76 75 32 50 62 47 14 605 205 59 354 51 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 83 82 35 54 67 51 15 658 223 64 385 55 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222333
Cap, veh/h 105 136 58 73 91 69 31 806 273 82 1003 143
Arrive On Green 0.06 0.11 0.11 0.04 0.09 0.09 0.03 1.00 1.00 0.05 0.63 0.63 Sat Flow, veh/h 1781 1244 531 1781 985 750 1781 1336 453 1767 1588 227 Grp Volume(v), veh/h 83 0 117 54 0 118 15 0 881 64 0 440 Grp Sat Flow(s),veh/h/ln1781 0 1775 1781 0 1735 1781 0 1789 1767 0 1815 Q Serve(g_s), s 4.1 0.0 5.7 2.7 0.0 6.0 0.7 0.0 0.0 3.2 0.0 10.6 Cycle Q Clear(g_c), s 4.1 0.0 5.7 2.7 0.0 6.0 0.7 0.0 0.0 3.2 0.0 10.6 Prop In Lane 1.00 0.30 1.00 0.43 1.00 0.25 1.00 0.13
Lane Grp Cap(c), veh/h 105 0 195 73 0 159 31 0 1079 82 0 1147 V/C Ratio(X) 0.79 0.00 0.60 0.74 0.00 0.74 0.48 0.00 0.82 0.78 0.00 0.38 Avail Cap(c_a), veh/h 105 0 359 101 0 347 99 0 1079 104 0 1147 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.64 0.00 0.64 1.00 0.00 1.00 0.88 0.00 0.88 1.00 0.00 1.00 Uniform Delay (d), s/veh 41.8 0.0 38.2 42.7 0.0 39.8 43.0 0.0 0.0 42.5 0.0 8.1 Incr Delay (d2), s/veh 22.6 0.0 1.9 16.3 0.0 6.6 10.0 0.0 6.1 24.9 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.0 2.4 1.5 0.0 2.7 0.4 0.0 1.8 1.9 0.0 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.4 0.0 40.1 59.0 0.0 46.4 53.0 0.0 6.1 67.3 0.0 9.0 LnGrp LOS E A D E A D D AAEAA
Approach Vol, veh/h 200 172 896 504
Approach Delay, s/veh 50.2 50.4 6.9 16.4
Approach LOS D D A B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.7 58.8 8.2 14.4 6.1 61.4 9.8 12.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.3 43.4 5.1 18.2 5.0 43.7 5.3 18.0 Max Q Clear Time (g_c+I1), s 5.2 2.0 4.7 7.7 2.7 12.6 6.1 8.0 Green Ext Time (p_c), s 0.0 7.6 0.0 0.3 0.0 2.6 0.0 0.3 Intersection Summary
HCM 6th Ctrl Delay 18.7
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 8: Armstrong Avenue & Floradora Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 44 6 5 23 4 13 8 640 74 13 404 31 Future Volume (veh/h) 44 6 5 23 4 13 8 640 74 13 404 31 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1885 1885 1885 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 47 6 5 25 4 14 9 688 80 14 434 33
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 11222222333
Cap, veh/h 151 58 48 157 22 78 857 1380 160 582 1428 109 Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.84 0.84 0.84 1.00 1.00 1.00 Sat Flow, veh/h 1406 951 792 1404 365 1276 926 1645 191 695 1703 129 Grp Volume(v), veh/h 47 0 11 25 0 18 9 0 768 14 0 467
Grp Sat Flow(s),veh/h/ln1406 0 1743 1404 0 1641 926 0 1836 695 0 1832 Q Serve(g_s), s 3.0 0.0 0.5 1.5 0.0 0.9 0.1 0.0 10.4 0.3 0.0 0.0 Cycle Q Clear(g_c), s 3.9 0.0 0.5 2.1 0.0 0.9 0.1 0.0 10.4 10.7 0.0 0.0 Prop In Lane 1.00 0.45 1.00 0.78 1.00 0.10 1.00 0.07
Lane Grp Cap(c), veh/h 151 0 107 157 0 100 857 0 1540 582 0 1537 V/C Ratio(X) 0.31 0.00 0.10 0.16 0.00 0.18 0.01 0.00 0.50 0.02 0.00 0.30 Avail Cap(c_a), veh/h 354 0 358 360 0 337 857 0 1540 582 0 1537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 0.85 0.00 0.85 1.00 0.00 1.00 0.20 0.00 0.20 0.93 0.00 0.93 Uniform Delay (d), s/veh 42.0 0.0 39.9 40.9 0.0 40.1 1.2 0.0 2.0 0.7 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.4 0.5 0.0 0.8 0.0 0.0 0.2 0.1 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 0.2 0.6 0.0 0.4 0.0 0.0 0.7 0.0 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.9 0.0 40.3 41.4 0.0 40.9 1.2 0.0 2.2 0.8 0.0 0.5 LnGrp LOS D A D D A D AAAAAA
Approach Vol, veh/h 58 43 777 481
Approach Delay, s/veh 42.4 41.2 2.2 0.5
Approach LOS D D A A
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 80.0 10.0 80.0 10.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 62.5 18.5 62.5 18.5
Max Q Clear Time (g_c+I1), s 12.4 5.9 12.7 4.1
Green Ext Time (p_c), s 6.0 0.1 3.1 0.1
Intersection Summary
HCM 6th Ctrl Delay 4.6
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 9: Armstrong Avenue & Olive Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 352 501 30 106 355 46 88 421 167 20 203 201 Future Volume (veh/h) 352 501 30 106 355 46 88 421 167 20 203 201 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1870 1870 1870 1870 1870 1870 1856 1856 1856 Adj Flow Rate, veh/h 378 539 32 114 382 49 95 453 180 22 218 216 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 00222222333
Cap, veh/h 369 661 39 266 484 216 114 545 563 26 259 992 Arrive On Green 0.20 0.19 0.19 0.15 0.14 0.14 0.36 0.36 0.36 0.15 0.15 0.15 Sat Flow, veh/h 1810 3463 205 1781 3554 1585 321 1533 1585 169 1678 2768 Grp Volume(v), veh/h 378 281 290 114 382 49 548 0 180 240 0 216 Grp Sat Flow(s),veh/h/ln1810 1805 1863 1781 1777 1585 1854 0 1585 1847 0 1384 Q Serve(g_s), s 24.5 17.9 17.9 7.0 12.5 3.3 32.4 0.0 9.9 15.2 0.0 0.0 Cycle Q Clear(g_c), s 24.5 17.9 17.9 7.0 12.5 3.3 32.4 0.0 9.9 15.2 0.0 0.0 Prop In Lane 1.00 0.11 1.00 1.00 0.17 1.00 0.09 1.00
Lane Grp Cap(c), veh/h 369 345 356 266 484 216 659 0 563 285 0 992 V/C Ratio(X) 1.02 0.81 0.82 0.43 0.79 0.23 0.83 0.00 0.32 0.84 0.00 0.22 Avail Cap(c_a), veh/h 369 609 629 266 785 350 659 0 563 393 0 1153 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.97 0.00 0.97 Uniform Delay (d), s/veh 47.8 46.5 46.5 46.4 50.2 46.2 35.4 0.0 28.1 49.3 0.0 26.8 Incr Delay (d2), s/veh 52.9 4.7 4.6 1.1 2.9 0.5 11.7 0.0 1.5 11.1 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.1 8.2 8.5 3.1 5.6 1.3 16.1 0.0 3.9 7.7 0.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 100.6 51.2 51.1 47.5 53.1 46.7 47.1 0.0 29.6 60.4 0.0 26.9 LnGrp LOS F DDDDDDACEAC
Approach Vol, veh/h 949 545 728 456
Approach Delay, s/veh 70.8 51.3 42.8 44.5
Approach LOS E D D D
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 47.1 22.4 27.4 23.0 29.0 20.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 25.5 10.5 40.5 25.5 24.5 26.5 Max Q Clear Time (g_c+I1), s 34.4 9.0 19.9 17.2 26.5 14.5 Green Ext Time (p_c), s 0.0 0.0 3.0 1.4 0.0 1.9
Intersection Summary
HCM 6th Ctrl Delay 54.8
HCM 6th LOS D
HCM 6th Signalized Intersection Summary Tract Map 6360 Project 10: Temperance Avenue & McKinley Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 123 40 74 119 55 56 59 1505 112 108 889 41 Future Volume (veh/h) 123 40 74 119 55 56 59 1505 112 108 889 41 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1885 1885 1885 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 134 43 80 129 60 61 64 1636 122 117 966 45 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22111222111
Cap, veh/h 150 54 100 148 171 145 82 2016 149 133 2192 102 Arrive On Green 0.08 0.09 0.09 0.08 0.09 0.09 0.05 0.60 0.60 0.07 0.63 0.63 Sat Flow, veh/h 1781 585 1089 1795 1885 1598 1781 3354 248 1795 3485 162 Grp Volume(v), veh/h 134 0 123 129 60 61 64 860 898 117 496 515 Grp Sat Flow(s),veh/h/ln1781 0 1674 1795 1885 1598 1781 1777 1826 1795 1791 1856 Q Serve(g_s), s 8.9 0.0 8.6 8.5 3.6 4.3 4.3 44.9 46.3 7.7 17.1 17.1 Cycle Q Clear(g_c), s 8.9 0.0 8.6 8.5 3.6 4.3 4.3 44.9 46.3 7.7 17.1 17.1 Prop In Lane 1.00 0.65 1.00 1.00 1.00 0.14 1.00 0.09
Lane Grp Cap(c), veh/h 150 0 154 148 171 145 82 1068 1097 133 1127 1167 V/C Ratio(X) 0.89 0.00 0.80 0.87 0.35 0.42 0.78 0.81 0.82 0.88 0.44 0.44 Avail Cap(c_a), veh/h 150 0 352 148 393 333 147 1068 1097 133 1127 1167 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.4 0.0 53.4 54.4 51.3 51.6 56.6 18.5 18.8 55.0 11.4 11.4 Incr Delay (d2), s/veh 43.9 0.0 9.0 39.1 1.2 1.9 14.4 6.5 6.8 43.9 1.3 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.7 0.0 3.9 5.3 1.7 1.8 2.2 18.2 19.3 5.0 6.4 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 98.3 0.0 62.3 93.5 52.5 53.5 71.0 25.0 25.6 98.9 12.7 12.6 LnGrp LOS F A E F D D E C C F B B
Approach Vol, veh/h 257 250 1822 1128
Approach Delay, s/veh 81.1 73.9 26.9 21.6
Approach LOS F E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 13.4 76.6 14.4 15.6 10.0 80.0 14.6 15.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.9 58.0 9.9 25.2 9.9 57.0 10.1 25.0 Max Q Clear Time (g_c+I1), s 9.7 48.3 10.5 10.6 6.3 19.1 10.9 6.3 Green Ext Time (p_c), s 0.0 7.1 0.0 0.4 0.0 6.9 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 32.6
HCM 6th LOS C
HCM 6th TWSC Tract Map 6360 Project
11: Temperance Avenue & Floradora Avenue Cumulative (2046) WP MIT - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 9
Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 0 12 1003 1101 0 1 785 24
Future Vol, veh/h 16 0 12 1003 1101 0 1 785 24
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - ----- 1 1 0-- 1 1 0--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 0 00000222111
Mvmt Flow 17 0 13 1003 1159 0 1 826 25

Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1427 2006 426 1580 2018 580 851 0 0 1159 0 0 Stage 1 841 841 - 1165 1165 -------
Stage 2 586 1165 - 415 853 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.22 - - 2.21 - -
Pot Cap-1 Maneuver *202 *76 *776 *141 *74 463 *1154 - - 604 - - Stage 1 *732 *641 - *210 *271 -------
Stage 2 *468 *271 - *732 *641 -------
Platoon blocked, % 1 1111 1 - - - -
Mov Cap-1 Maneuver *201 *75 *776 *138 *74 463 *1154 - - 604 - - Mov Cap-2 Maneuver *201 *75 - *138 *74 -------
Stage 1 *730 *639 - *209 *270 -------
Stage 2 *467 *270 - *719 *639 -------

Approach EB WB NB SB
HCM Control Delay, s 18.6 31.3 0 0

HCM LOS C D

Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) * 1154 - - 295 138 604 - -
HCM Lane V/C Ratio 0.003 - - 0.1 0.008 0.002 - -
HCM Control Delay (s) 8.1 - - 18.6 31.3 11 - -
HCM Lane LOS A - - C D B - -
HCM 95th %tile Q(veh) 0 - - 0.3 0 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX F

QUEUING ANALYSIS WORKSHEETS

Tract Map 6360 Project
Queuing and Blocking Report Existing NP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft) 54 64 300 388 307 1284
Average Queue (ft) 24 38 145 79 182 1042
95th Queue (ft) 46 61 280 246 291 1498
Link Distance (ft) 1019 1679 644 1276
Upstream Blk Time (%) 4
Queuing Penalty (veh) 21
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 17
Queuing Penalty (veh) 26
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 20 67 437 816 198 735
v/c Ratio 0.08 0.24 0.16 0.52 0.07 0.47
Control Delay 22.3 9.0 3.7 1.2 3.7 1.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.3 9.0 3.7 1.2 3.7 1.0
Queue Length 50th (ft) 6 0 27 0 11 0
Queue Length 95th (ft) 22 28 49 0 24 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 596 577 2757 1583 2730 1568
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.03 0.12 0.16 0.52 0.07 0.47
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 235 373 1032 37 32 188
v/c Ratio 0.41 0.48 0.49 0.04 0.13 0.08
Control Delay 33.7 5.7 12.5 0.1 38.5 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.7 5.7 12.5 0.1 38.5 4.9
Queue Length 50th (ft) 58 0 180 0 8 15
Queue Length 95th (ft) 89 38 257 0 22 28
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 810 943 2102 992 602 2418
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.29 0.40 0.49 0.04 0.05 0.08
Intersection Summary
Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Existing NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 73 206 100 125 124 119 873 132 146 397 24 v/c Ratio 0.54 0.52 0.64 0.26 0.38 0.68 0.42 0.14 0.56 0.20 0.03 Control Delay 76.8 53.6 79.0 55.5 12.1 80.1 18.2 6.1 70.9 16.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.8 53.6 79.0 55.5 12.1 80.1 18.2 6.1 70.9 16.8 0.0 Queue Length 50th (ft) 65 78 90 55 0 107 221 15 67 89 0 Queue Length 95th (ft) 116 118 147 85 58 169 330 54 102 149 0 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 265 1021 265 1036 551 265 2057 958 520 2019 943 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.28 0.20 0.38 0.12 0.23 0.45 0.42 0.14 0.28 0.20 0.03 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Existing NP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB
Directions Served LT R LTR
Maximum Queue (ft) 31 51 73
Average Queue (ft) 9 13 35
95th Queue (ft) 32 39 57
Link Distance (ft) 2585 2583
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 85
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Existing NP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 40 76 10 219 233 201 40 111 66 114 121 64 Average Queue (ft) 16 24 3 48 83 27 12 54 36 65 61 30
95th Queue (ft) 29 50 9 109 147 89 28 97 61 95 101 54
Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 2 13 2
Queuing Penalty (veh) 2 25 5
Tract Map 6360 Project
Queuing and Blocking Report Existing NP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement WB WB SB
Directions Served L R L
Maximum Queue (ft) 68 49 53
Average Queue (ft) 32 28 20
95th Queue (ft) 67 36 49
Link Distance (ft) 775
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 155
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Existing NP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft) 185 116 74 122 341 353
Average Queue (ft) 52 50 48 42 169 157
95th Queue (ft) 107 87 73 81 297 289
Link Distance (ft) 1019 1679 644 1276
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 36 39 528 387 355 328
v/c Ratio 0.14 0.14 0.19 0.24 0.13 0.21
Control Delay 22.9 4.9 3.9 0.4 3.8 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.9 4.9 3.9 0.4 3.8 0.3
Queue Length 50th (ft) 12 0 35 0 22 0
Queue Length 95th (ft) 32 14 60 0 40 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 596 573 2742 1583 2716 1568
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.06 0.07 0.19 0.24 0.13 0.21
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 362 799 564 24 82 313
v/c Ratio 0.50 0.66 0.31 0.03 0.30 0.14
Control Delay 32.0 5.0 14.2 0.0 39.8 6.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.0 5.0 14.2 0.0 39.8 6.7
Queue Length 50th (ft) 89 0 93 0 22 31
Queue Length 95th (ft) 122 46 149 0 43 55
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 829 1281 1821 876 602 2290
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.44 0.62 0.31 0.03 0.14 0.14
Intersection Summary
Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Existing NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 62 205 85 102 82 74 444 95 188 795 54 v/c Ratio 0.50 0.53 0.59 0.23 0.30 0.55 0.21 0.10 0.64 0.36 0.05 Control Delay 75.8 41.6 78.0 56.9 11.8 77.3 14.9 3.3 71.5 15.0 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.8 41.6 78.0 56.9 11.8 77.3 14.9 3.3 71.5 15.0 0.7 Queue Length 50th (ft) 56 58 76 45 0 66 94 0 87 180 0
Queue Length 95th (ft) 103 98 131 73 44 117 153 29 125 281 5 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 265 1032 265 1036 526 265 2087 972 520 2231 1033 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.23 0.20 0.32 0.10 0.16 0.28 0.21 0.10 0.36 0.36 0.05 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Existing NP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB WB
Directions Served LT LTR
Maximum Queue (ft) 56 51
Average Queue (ft) 6 9
95th Queue (ft) 30 32
Link Distance (ft) 2585 2583
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Existing NP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 45 104 9 75 126 44 20 502 150 104 63 45 Average Queue (ft) 27 40 3 35 56 9 9 168 80 41 25 5
95th Queue (ft) 47 77 9 60 96 29 20 375 174 72 46 22
Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 0 0 55 2
Queuing Penalty (veh) 0 0 78 6
Tract Map 6360 Project
Queuing and Blocking Report Existing NP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement WB WB NB SB
Directions Served L R TR L
Maximum Queue (ft) 67 30 22 54
Average Queue (ft) 29 22 1 26
95th Queue (ft) 59 33 8 55
Link Distance (ft) 775 1308
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 155
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft) 51 100 300 362 534 708
Average Queue (ft) 20 38 146 56 320 528
95th Queue (ft) 46 69 241 157 494 727
Link Distance (ft) 1019 1679 644 1276
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 7
Queuing Penalty (veh) 11
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Existing WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 20 67 454 816 218 764
v/c Ratio 0.08 0.24 0.16 0.52 0.08 0.49
Control Delay 22.3 9.0 3.7 1.2 3.6 1.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.3 9.0 3.7 1.2 3.6 1.1
Queue Length 50th (ft) 6 0 28 0 12 0
Queue Length 95th (ft) 22 28 51 0 26 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 596 577 2757 1583 2730 1568
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.03 0.12 0.16 0.52 0.08 0.49
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Existing WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 245 373 1038 37 32 209
v/c Ratio 0.42 0.48 0.50 0.04 0.13 0.09
Control Delay 33.7 5.6 12.7 0.1 38.5 5.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.7 5.6 12.7 0.1 38.5 5.1
Queue Length 50th (ft) 61 0 182 0 8 17
Queue Length 95th (ft) 92 38 261 0 22 32
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 810 943 2092 988 602 2409
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.30 0.40 0.50 0.04 0.05 0.09
Intersection Summary
Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Existing WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 73 210 100 136 124 119 879 132 146 418 24 v/c Ratio 0.54 0.53 0.64 0.27 0.38 0.68 0.43 0.14 0.56 0.21 0.03 Control Delay 76.8 54.3 79.0 55.6 11.9 80.1 18.4 6.2 70.9 17.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.8 54.3 79.0 55.6 11.9 80.1 18.4 6.2 70.9 17.0 0.0 Queue Length 50th (ft) 65 81 90 60 0 107 224 15 67 95 0 Queue Length 95th (ft) 116 121 147 91 58 169 335 55 102 158 0 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 265 1020 265 1036 551 265 2051 956 520 2013 940 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.28 0.21 0.38 0.13 0.23 0.45 0.43 0.14 0.28 0.21 0.03 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB NB
Directions Served LT R LTR L
Maximum Queue (ft) 32 31 74 20
Average Queue (ft) 12 19 32 1
95th Queue (ft) 37 43 57 7
Link Distance (ft) 2585 2577
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 85 170
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 64 98 29 64 197 138 41 134 88 207 158 84 Average Queue (ft) 27 25 4 35 95 32 12 59 40 84 74 36
95th Queue (ft) 50 59 14 56 160 91 27 103 70 160 118 64 Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 0 1 0 15 5 1
Queuing Penalty (veh) 0 2 0 29 10 6
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - AM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB EB WB WB WB NB NB SB
Directions Served L TR L T R L TR L
Maximum Queue (ft) 31 31 68 26 60 31 40 50
Average Queue (ft) 2 8 25 3 28 2 2 18
95th Queue (ft) 14 27 49 15 41 14 11 42
Link Distance (ft) 1820 776 1308
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 140 140 155 155
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB SB
Directions Served L TR L TR LTR LTR
Maximum Queue (ft) 74 74 136 72 345 294
Average Queue (ft) 44 47 67 43 178 143
95th Queue (ft) 65 77 106 64 305 257
Link Distance (ft) 1019 1679 644 1276
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 190 200
Storage Blk Time (%)
Queuing Penalty (veh)
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Existing WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 36 39 585 387 370 348
v/c Ratio 0.14 0.14 0.21 0.24 0.14 0.22
Control Delay 22.9 4.9 4.0 0.4 3.8 0.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 22.9 4.9 4.0 0.4 3.8 0.3
Queue Length 50th (ft) 12 0 40 0 23 0
Queue Length 95th (ft) 32 14 66 0 42 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 596 573 2742 1583 2716 1568
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.06 0.07 0.21 0.24 0.14 0.22
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Existing WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 396 799 587 24 82 327
v/c Ratio 0.53 0.65 0.33 0.03 0.30 0.15
Control Delay 31.8 4.8 14.8 0.0 39.8 7.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 31.8 4.8 14.8 0.0 39.8 7.1
Queue Length 50th (ft) 97 0 99 0 22 33
Queue Length 95th (ft) 130 46 159 0 43 59
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 838 1286 1789 863 602 2268
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.47 0.62 0.33 0.03 0.14 0.14
Intersection Summary
Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Existing WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 62 219 85 110 82 74 467 95 188 809 54 v/c Ratio 0.50 0.54 0.59 0.24 0.29 0.55 0.23 0.10 0.64 0.37 0.05 Control Delay 75.8 43.2 78.0 56.5 11.6 77.3 15.4 3.4 71.5 15.4 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.8 43.2 78.0 56.5 11.6 77.3 15.4 3.4 71.5 15.4 0.7 Queue Length 50th (ft) 56 65 76 48 0 66 101 0 87 186 0
Queue Length 95th (ft) 103 105 131 77 43 117 162 29 125 290 5 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 265 1036 265 1036 526 265 2072 966 520 2216 1026 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.23 0.21 0.32 0.11 0.16 0.28 0.23 0.10 0.36 0.37 0.05 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB SB
Directions Served LT R LTR L
Maximum Queue (ft) 31 32 31 27
Average Queue (ft) 7 3 12 2
95th Queue (ft) 28 19 37 13
Link Distance (ft) 2585 2577
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 85 100
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 65 81 9 66 106 23 42 224 150 72 64 44 Average Queue (ft) 43 36 2 31 55 9 13 97 49 41 32 12
95th Queue (ft) 62 69 7 55 85 26 31 178 119 67 56 30
Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 38 1
Queuing Penalty (veh) 55 5
Tract Map 6360 Project
Queuing and Blocking Report Existing WP - PM Peak Hour
LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB EB WB WB WB NB NB SB
Directions Served L TR L T R L TR L
Maximum Queue (ft) 26 25 68 27 30 30 49 91
Average Queue (ft) 4 7 28 4 18 2 2 30
95th Queue (ft) 18 24 59 18 37 14 18 62
Link Distance (ft) 1820 776 1308
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 140 140 155 155
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB B28 B28 NB B34 B34 SB
Directions Served L TR L TR T LTR T LTR
Maximum Queue (ft) 53 97 300 1791 851 848 751 586 595 1286 Average Queue (ft) 20 39 298 1330 482 415 724 548 552 1280 95th Queue (ft) 44 63 308 2386 1121 1100 745 564 591 1284 Link Distance (ft) 1019 1679 821 821 644 533 533 1276
Upstream Blk Time (%) 53 26 9 100 59 31 30
Queuing Penalty (veh) 538 122 43 779 230 120 234
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 97
Queuing Penalty (veh) 195
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 120 126 731 941 416 905
v/c Ratio 0.35 0.32 0.31 0.59 0.17 0.57
Control Delay 23.3 7.0 6.5 1.7 5.8 1.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.3 7.0 6.5 1.7 5.8 1.5
Queue Length 50th (ft) 38 1 61 0 31 0
Queue Length 95th (ft) 73 35 105 0 57 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 613 624 2357 1583 2380 1599
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.20 0.20 0.31 0.59 0.17 0.57
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 339 471 1259 143 113 442
v/c Ratio 0.52 0.52 0.69 0.16 0.38 0.19
Control Delay 33.3 5.0 19.9 4.1 40.3 6.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.3 5.0 19.9 4.1 40.3 6.4
Queue Length 50th (ft) 84 0 269 4 30 43
Queue Length 95th (ft) 120 40 398 37 54 71
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 787 1000 1821 876 602 2313
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.43 0.47 0.69 0.16 0.19 0.19
Intersection Summary
Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Near Term (2026) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 133 331 159 206 293 143 1085 208 379 542 60 v/c Ratio 0.72 0.65 0.78 0.38 0.60 0.72 0.69 0.27 0.79 0.32 0.08 Control Delay 81.0 58.6 84.6 53.9 10.7 79.9 36.3 16.4 69.9 25.3 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 81.0 58.6 84.6 53.9 10.7 79.9 36.3 16.4 69.9 25.3 1.9 Queue Length 50th (ft) 119 143 142 88 0 128 415 61 174 158 0 Queue Length 95th (ft) 175 178 206 120 66 185 550 131 210 232 9 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 255 984 255 997 653 269 1574 757 533 1677 798 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.52 0.34 0.62 0.21 0.45 0.53 0.69 0.27 0.71 0.32 0.08 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB NB SB SB
Directions Served LT R LTR L L TR
Maximum Queue (ft) 94 76 203 20 27 222
Average Queue (ft) 23 19 61 1 1 8
95th Queue (ft) 62 54 145 9 9 44
Link Distance (ft) 2585 2577 1319
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 85 170 100
Storage Blk Time (%) 1 0 1
Queuing Penalty (veh) 0 0 0
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 42 38 42 220 437 375 20 506 150 1255 315 250 Average Queue (ft) 24 23 7 63 225 168 9 189 100 438 195 133 95th Queue (ft) 41 41 24 172 368 318 24 415 189 1134 384 284 Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%) 0 1
Queuing Penalty (veh) 0 6
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 52 14 63 8 24 33 29
Queuing Penalty (veh) 55 3 119 21 128 105 92
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB EB B30 WB WB WB NB NB SB
Directions Served L TR T L T R L TR L
Maximum Queue (ft) 315 1892 83 315 839 80 30 52 67
Average Queue (ft) 68 1242 4 315 793 33 3 20 34
95th Queue (ft) 281 2036 30 316 809 67 17 48 64
Link Distance (ft) 1820 118 776 1308
Upstream Blk Time (%) 7 99
Queuing Penalty (veh) 14 0
Storage Bay Dist (ft) 140 140 140 155 155
Storage Blk Time (%) 100 100 1
Queuing Penalty (veh) 14 244 2
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB B34 B34 SB
Directions Served L TR L TR LTR T LTR
Maximum Queue (ft) 96 96 181 65 752 577 577 1287
Average Queue (ft) 49 56 75 45 718 548 541 1280
95th Queue (ft) 77 91 123 64 733 565 610 1285
Link Distance (ft) 1019 1679 644 533 533 1276
Upstream Blk Time (%) 100 53 26 27
Queuing Penalty (veh) 883 236 116 193
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 137 117 843 510 580 432
v/c Ratio 0.39 0.31 0.36 0.32 0.25 0.28
Control Delay 23.4 9.7 7.3 0.5 6.6 0.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.4 9.7 7.3 0.5 6.6 0.4
Queue Length 50th (ft) 43 9 75 0 47 0
Queue Length 95th (ft) 80 42 130 0 85 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 596 590 2322 1583 2300 1568
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.23 0.20 0.36 0.32 0.25 0.28
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 498 908 842 142 141 592
v/c Ratio 0.61 0.84 0.54 0.18 0.44 0.27
Control Delay 32.5 20.0 19.7 3.6 40.6 8.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.5 20.0 19.7 3.6 40.6 8.3
Queue Length 50th (ft) 118 98 177 0 37 76
Queue Length 95th (ft) 174 #222 234 32 64 96
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 855 1109 1567 780 602 2217
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.58 0.82 0.54 0.18 0.23 0.27
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Near Term (2026) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 105 302 158 190 249 92 625 154 357 935 88 v/c Ratio 0.65 0.62 0.77 0.34 0.54 0.61 0.38 0.19 0.77 0.50 0.10 Control Delay 79.2 55.3 82.7 53.1 10.2 78.5 26.8 7.8 70.1 24.5 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.2 55.3 82.7 53.1 10.2 78.5 26.8 7.8 70.1 24.5 4.3 Queue Length 50th (ft) 94 121 141 81 0 82 191 15 164 282 0 Queue Length 95th (ft) 153 166 215 116 76 139 287 67 211 417 31 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 265 1021 265 1036 639 265 1654 805 532 1869 880 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.40 0.30 0.60 0.18 0.39 0.35 0.38 0.19 0.67 0.50 0.10 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB NB SB
Directions Served LT R LTR L L
Maximum Queue (ft) 75 31 31 21 52
Average Queue (ft) 28 2 16 2 7
95th Queue (ft) 61 12 40 11 30
Link Distance (ft) 2585 2577
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 85 170 100
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 125 75 32 85 135 59 43 1124 150 136 83 37 Average Queue (ft) 48 32 6 40 62 11 13 788 138 65 35 16 95th Queue (ft) 96 56 19 69 107 34 31 1355 197 115 67 31 Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%) 47
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 0 97 4
Queuing Penalty (veh) 0 138 20
Tract Map 6360 Project
Queuing and Blocking Report Near Term (2026) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB EB WB WB WB NB NB SB
Directions Served L TR L T R L TR L
Maximum Queue (ft) 30 52 149 102 78 31 22 65
Average Queue (ft) 10 22 63 43 27 8 2 33
95th Queue (ft) 30 46 108 87 53 29 13 57
Link Distance (ft) 1820 776 1308
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 140 140 155 155
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB B34 B34 SB
Directions Served L TR L TR LTR T LTR
Maximum Queue (ft) 50 75 300 554 752 601 585 1286
Average Queue (ft) 24 43 123 110 725 554 554 1220
95th Queue (ft) 46 64 273 337 749 574 590 1432
Link Distance (ft) 1019 1679 644 533 533 1276
Upstream Blk Time (%) 100 56 28 15
Queuing Penalty (veh) 785 221 111 124
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 19 0
Queuing Penalty (veh) 74 0
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 132 132 723 955 436 910
v/c Ratio 0.38 0.32 0.31 0.60 0.18 0.57
Control Delay 23.3 7.0 6.7 1.7 6.0 1.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.3 7.0 6.7 1.7 6.0 1.5
Queue Length 50th (ft) 42 1 62 0 33 0
Queue Length 95th (ft) 78 36 106 0 62 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 613 626 2338 1583 2361 1599
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.22 0.21 0.31 0.60 0.18 0.57
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 345 524 1315 151 118 443
v/c Ratio 0.52 0.55 0.72 0.17 0.39 0.19
Control Delay 33.4 5.1 21.0 4.4 40.4 6.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.4 5.1 21.0 4.4 40.4 6.5
Queue Length 50th (ft) 86 0 290 6 31 44
Queue Length 95th (ft) 122 41 #446 41 56 71
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 787 1040 1814 873 602 2310
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.44 0.50 0.72 0.17 0.20 0.19
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Cumulative (2046) NP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 130 323 157 280 289 168 1062 204 372 510 60 v/c Ratio 0.71 0.64 0.78 0.52 0.65 0.76 0.67 0.27 0.78 0.31 0.08 Control Delay 80.7 58.3 84.2 57.0 17.7 79.6 35.2 15.8 70.0 26.0 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.7 58.3 84.2 57.0 17.7 79.6 35.2 15.8 70.0 26.0 1.9 Queue Length 50th (ft) 116 138 140 123 37 150 398 58 171 150 0 Queue Length 95th (ft) 181 184 215 168 133 220 567 137 219 235 12 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 255 983 255 997 618 275 1593 766 530 1640 783 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.51 0.33 0.62 0.28 0.47 0.61 0.67 0.27 0.70 0.31 0.08 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB NB
Directions Served LT R LTR TR
Maximum Queue (ft) 523 178 1298 1256
Average Queue (ft) 156 15 511 735
95th Queue (ft) 409 72 1270 1673
Link Distance (ft) 2585 2577 1245
Upstream Blk Time (%) 47
Queuing Penalty (veh) 136
Storage Bay Dist (ft) 85
Storage Blk Time (%) 55 67
Queuing Penalty (veh) 11 3
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 263 448 9 74 221 224 191 1113 150 374 315 44 Average Queue (ft) 84 50 4 40 109 82 54 493 46 52 44 12 95th Queue (ft) 232 167 11 62 190 212 151 1297 125 212 176 37 Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%) 38
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 20 0 2 19 6 58 4 9
Queuing Penalty (veh) 44 0 2 4 13 139 13 48
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB EB B30 WB WB NB NB SB SB
Directions Served L TR T L T L TR L TR
Maximum Queue (ft) 314 1929 189 313 841 244 1321 134 371 Average Queue (ft) 48 1716 84 293 803 228 1229 22 54
95th Queue (ft) 200 2160 192 386 817 265 1714 86 259
Link Distance (ft) 1820 118 807 1308 356
Upstream Blk Time (%) 68 54 100 73 13
Queuing Penalty (veh) 132 104 0 541 0
Storage Bay Dist (ft) 140 140 155 155
Storage Blk Time (%) 100 93 100 92 14
Queuing Penalty (veh) 40 239 326 763 14
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB B34 B34 SB
Directions Served L TR L TR LTR T LTR
Maximum Queue (ft) 340 762 286 97 752 574 578 1287
Average Queue (ft) 139 286 123 51 729 548 554 1273
95th Queue (ft) 368 680 257 78 749 561 574 1328
Link Distance (ft) 1019 1679 644 533 533 1276
Upstream Blk Time (%) 100 64 43 29
Queuing Penalty (veh) 927 296 201 224
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 36 14
Queuing Penalty (veh) 60 32
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 145 123 886 528 601 486
v/c Ratio 0.41 0.33 0.38 0.33 0.26 0.31
Control Delay 23.4 11.2 7.6 0.6 6.8 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.4 11.2 7.6 0.6 6.8 0.5
Queue Length 50th (ft) 46 14 82 0 50 0
Queue Length 95th (ft) 83 47 141 0 90 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 596 583 2308 1583 2286 1568
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.24 0.21 0.38 0.33 0.26 0.31
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 482 942 933 147 146 600
v/c Ratio 0.60 0.88 0.59 0.19 0.45 0.28
Control Delay 32.5 24.0 20.5 3.5 40.7 8.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.5 24.0 20.5 3.5 40.7 8.2
Queue Length 50th (ft) 112 114 207 0 39 79
Queue Length 95th (ft) 168 #251 267 33 65 97
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 845 1096 1569 783 602 2213
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.57 0.86 0.59 0.19 0.24 0.27
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Cumulative (2046) NP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 250 332 164 189 242 96 587 160 371 957 96 v/c Ratio 0.95 0.59 0.78 0.44 0.60 0.62 0.37 0.20 0.78 0.53 0.11 Control Delay 103.4 48.0 83.4 59.5 12.6 78.7 28.1 7.1 70.0 26.3 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 103.4 48.0 83.4 59.5 12.6 78.7 28.1 7.1 70.0 26.3 5.2 Queue Length 50th (ft) 228 120 147 86 0 86 180 11 170 295 2 Queue Length 95th (ft) #399 167 222 119 77 143 272 63 218 435 37 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 265 1032 265 1036 634 265 1577 781 536 1797 849 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.94 0.32 0.62 0.18 0.38 0.36 0.37 0.20 0.69 0.53 0.11 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB NB SB
Directions Served LT R LTR L L
Maximum Queue (ft) 52 31 31 20 31
Average Queue (ft) 20 2 16 1 8
95th Queue (ft) 46 15 41 9 28
Link Distance (ft) 2585 2577
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 85 170 100
Storage Blk Time (%)
Queuing Penalty (veh)
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 280 385 279 220 307 193 60 1100 150 93 63 35 Average Queue (ft) 78 125 14 41 118 53 16 1082 150 46 26 8 95th Queue (ft) 179 284 98 104 227 160 38 1097 150 84 56 26 Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%) 100
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 32 14 0 100 6
Queuing Penalty (veh) 103 16 0 167 27
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) NP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB EB WB WB NB NB SB SB
Directions Served L TR L T L TR L TR
Maximum Queue (ft) 311 1593 306 788 31 52 245 372
Average Queue (ft) 311 1247 306 788 4 3 233 352
95th Queue (ft) 311 1666 306 788 21 21 249 460
Link Distance (ft) 1820 807 1308 356
Upstream Blk Time (%) 100 87
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 140 140 155 155
Storage Blk Time (%) 100 100 100 100 98
Queuing Penalty (veh) 107 120 109 175 909
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB B34 B34 SB
Directions Served L TR L TR LTR T LTR
Maximum Queue (ft) 52 75 300 759 762 568 597 1284
Average Queue (ft) 22 48 171 280 723 549 554 1204
95th Queue (ft) 48 77 366 733 744 564 604 1413
Link Distance (ft) 1019 1679 644 533 533 1276
Upstream Blk Time (%) 100 56 29 16
Queuing Penalty (veh) 801 223 118 136
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 42 0
Queuing Penalty (veh) 171 0
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 132 132 740 955 457 939
v/c Ratio 0.38 0.33 0.32 0.60 0.19 0.59
Control Delay 23.3 7.7 6.8 1.7 6.1 1.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.3 7.7 6.8 1.7 6.1 1.6
Queue Length 50th (ft) 42 4 63 0 35 0
Queue Length 95th (ft) 78 38 109 0 65 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 613 622 2338 1583 2361 1599
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.22 0.21 0.32 0.60 0.19 0.59
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 355 524 1322 151 118 463
v/c Ratio 0.53 0.55 0.73 0.17 0.39 0.20
Control Delay 33.5 5.0 21.3 4.5 40.4 6.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.5 5.0 21.3 4.5 40.4 6.6
Queue Length 50th (ft) 88 0 294 6 31 46
Queue Length 95th (ft) 125 41 #471 41 56 74
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 787 1040 1807 870 602 2304
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.45 0.50 0.73 0.17 0.20 0.20
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Cumulative (2046) WP - AM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 130 328 157 291 289 168 1068 204 372 530 60 v/c Ratio 0.71 0.64 0.78 0.53 0.65 0.76 0.67 0.27 0.78 0.32 0.08 Control Delay 80.7 58.3 84.2 56.9 19.2 79.6 35.6 16.0 70.0 26.5 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.7 58.3 84.2 56.9 19.2 79.6 35.6 16.0 70.0 26.5 2.0 Queue Length 50th (ft) 116 142 140 128 44 150 403 58 171 158 0 Queue Length 95th (ft) 181 186 215 173 141 220 577 139 219 247 13 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 255 983 255 997 611 275 1584 762 530 1631 779 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.51 0.33 0.62 0.29 0.47 0.61 0.67 0.27 0.70 0.32 0.08 Intersection Summary
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB NB
Directions Served LT R LTR TR
Maximum Queue (ft) 579 184 618 1245
Average Queue (ft) 139 15 176 460
95th Queue (ft) 443 73 504 1369
Link Distance (ft) 2585 2577 1245
Upstream Blk Time (%) 28
Queuing Penalty (veh) 87
Storage Bay Dist (ft) 85
Storage Blk Time (%) 34 45
Queuing Penalty (veh) 7 2
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 245 251 9 219 266 210 60 1063 150 831 315 105 Average Queue (ft) 48 42 4 44 88 38 16 354 70 127 62 21 95th Queue (ft) 146 134 11 104 179 116 44 993 175 463 222 67 Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%) 19
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 7 6 0 64 7 20
Queuing Penalty (veh) 16 8 0 156 21 129
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - AM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB B30 WB WB NB NB SB SB
Directions Served TR T L T L TR L TR
Maximum Queue (ft) 1892 122 297 813 245 1315 238 372
Average Queue (ft) 1811 91 297 813 154 702 116 165
95th Queue (ft) 2066 170 297 813 325 1779 296 451
Link Distance (ft) 1820 118 807 1308 356
Upstream Blk Time (%) 80 76 100 39 39
Queuing Penalty (veh) 168 162 0 295 0
Storage Bay Dist (ft) 140 155 155
Storage Blk Time (%) 100 100 100 58 46
Queuing Penalty (veh) 45 256 326 491 675
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 3: Fowler Avenue & Olive Avenue
Movement EB EB WB WB NB B34 B34 SB
Directions Served L TR L TR LTR T LTR
Maximum Queue (ft) 340 1071 300 790 752 564 593 1290
Average Queue (ft) 298 841 255 385 721 547 553 1273
95th Queue (ft) 467 1300 366 884 739 559 586 1329
Link Distance (ft) 1019 1679 644 533 533 1276
Upstream Blk Time (%) 47 100 65 33 35
Queuing Penalty (veh) 0 980 320 158 269
Storage Bay Dist (ft) 190 200
Storage Blk Time (%) 100 67 1
Queuing Penalty (veh) 166 157 3
Queues Tract Map 6360 Project
4: Fowler Avenue & SR-180 Westbound Ramps Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Group Flow (vph) 145 123 942 528 615 505
v/c Ratio 0.41 0.33 0.41 0.33 0.27 0.32
Control Delay 23.4 12.9 7.8 0.6 6.8 0.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.4 12.9 7.8 0.6 6.8 0.5
Queue Length 50th (ft) 46 18 90 0 52 0
Queue Length 95th (ft) 83 51 152 0 92 0
Internal Link Dist (ft) 504 515
Turn Bay Length (ft) 650 420
Base Capacity (vph) 596 575 2308 1583 2286 1568
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.24 0.21 0.41 0.33 0.27 0.32
Intersection Summary
Queues Tract Map 6360 Project
5: Fowler Avenue & SR-180 Eastbound Ramps Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBR NBT NBR SBL SBT
Lane Group Flow (vph) 515 942 955 147 146 614
v/c Ratio 0.63 0.88 0.61 0.19 0.45 0.28
Control Delay 33.1 25.1 20.9 3.5 40.7 8.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.1 25.1 20.9 3.5 40.7 8.3
Queue Length 50th (ft) 122 121 212 0 39 81
Queue Length 95th (ft) 180 #260 276 33 65 100
Internal Link Dist (ft) 605 504
Turn Bay Length (ft) 380 230 180 260
Base Capacity (vph) 849 1086 1560 780 602 2208
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.61 0.87 0.61 0.19 0.24 0.28
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Queues Tract Map 6360 Project
6: Fowler Avenue & Belmont Avenue Cumulative (2046) WP - PM Peak Hour LSA Synchro 11 Report
03/18/2023 Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Group Flow (vph) 250 345 164 197 242 96 610 160 371 971 96 v/c Ratio 0.95 0.61 0.78 0.45 0.59 0.62 0.39 0.21 0.78 0.54 0.11 Control Delay 103.4 49.8 83.4 59.0 12.2 78.7 28.8 7.7 70.0 27.0 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 103.4 49.8 83.4 59.0 12.2 78.7 28.8 7.7 70.0 27.0 5.3 Queue Length 50th (ft) 228 130 147 90 0 86 190 14 170 305 2 Queue Length 95th (ft) #399 177 222 122 77 143 286 68 218 448 38 Internal Link Dist (ft) 886 540 374 605
Turn Bay Length (ft) 225 245 60 245 165 275 130
Base Capacity (vph) 265 1028 265 1036 634 265 1563 772 536 1783 843 Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.94 0.34 0.62 0.19 0.38 0.36 0.39 0.21 0.69 0.54 0.11 Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 8: Armstrong Avenue & Floradora Avenue
Movement EB EB WB NB SB
Directions Served LT R LTR TR L
Maximum Queue (ft) 114 32 74 1246 28
Average Queue (ft) 35 4 17 143 2
95th Queue (ft) 70 22 52 734 13
Link Distance (ft) 2585 2577 1245
Upstream Blk Time (%) 6
Queuing Penalty (veh) 44
Storage Bay Dist (ft) 85 100
Storage Blk Time (%) 2 15
Queuing Penalty (veh) 0 1
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 9: Armstrong Avenue & Olive Avenue
Movement EB EB EB WB WB WB WB NB NB SB SB SB
Directions Served L T R L T T R LT R LT R R
Maximum Queue (ft) 280 322 280 219 247 222 43 1124 150 108 66 43 Average Queue (ft) 108 139 23 53 146 92 17 1083 145 37 32 10 95th Queue (ft) 255 310 141 114 241 202 39 1102 190 82 66 29 Link Distance (ft) 821 454 454 1061 1245
Upstream Blk Time (%) 100
Queuing Penalty (veh) 0
Storage Bay Dist (ft) 200 105 145 145 50 185 185
Storage Blk Time (%) 39 17 1 100 3
Queuing Penalty (veh) 152 18 0 167 16
Tract Map 6360 Project
Queuing and Blocking Report Cumulative (2046) WP - PM Peak Hour LSA SimTraffic Report
03/18/2023 Page 1
Intersection: 10: Temperance Avenue & McKinley Avenue
Movement EB EB WB WB NB NB SB SB
Directions Served L TR L T L TR L TR
Maximum Queue (ft) 306 1735 178 804 114 52 241 372
Average Queue (ft) 306 1424 178 804 9 4 231 335
95th Queue (ft) 306 1847 178 804 52 25 257 443
Link Distance (ft) 1820 807 1308 356
Upstream Blk Time (%) 100 89
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 140 140 155 155
Storage Blk Time (%) 100 100 100 100 95
Queuing Penalty (veh) 114 123 111 175 886

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX G

TASAS AND TIMS TRAFFIC COLLISION REPORTS

/0 /1 /2 /1 /3 /0 /4 /i255 /6 /7 /6 /8 /i255 /9/10/11 /12/10/13/i255 /14 /i255 /15 /16 /17 /18 /19 /i255 /20 /21 /17 /22 /16 /17 /23 /19 /24 /24 /25 /18 /7 /1 /1 /24 /21/23/18/26 /27 /28 /16 /29 /28 /30 /28 /31 /26 /28 /32 /33 /1 /24 /34 /34 /30 /18 /1 /35 /34 /30 /20 /21 /17 /22 /16 /17/23/1 /6 /1 /6 /15 /36 /37 /38 /39 /i255 /20 /40 /37 /41 /36 /37 /42

03/07/2023 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 1/6
ATP Maps & Summary Data
The tool is designed to support the California Active Transportation Program (ATP), as well as active transportation users and practitioners throughout California. The tool utilizes interactive crash maps to allow users to track and document pedestrian and bicycle crashes and generate data summaries within specified project and/or community limits.

Step 1: Select a County/City, Bike/Ped, Severity, and Years County: Fresno
City: Fresno
Include 1 mile buffer outside of selected County/City: No Include State Highway Related Crashes: Yes
Involved With: Pedestrian and Bicycle
Crash Severity: Fatal, Severe Injury, Other Visible Injury, and Complaint of Pain Year: 2016 - 2021
Crash Summary for initial parameters defined above:

Number of Crashes by Crash Severity
Involved With Fatal Severe Injury Visible Injury Complaint of Pain Total Bicycle 17 20 56 55 148
Pedestrian 139 65 120 77 401
03/07/2023 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 2/6
County/City Heat Map:

Step 2: Identify your project area to develop a more localized Community Heat Map
Select the size of your proposed project limits: Less than 3 miles across.

The heat map
intensity scale is
constant
throughout the
state.
03/07/2023 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 3/6
Community Heat Map:

Step 3: Draw the project boundaries to get detailed crash data summaries and map
The heat map intensity scale is
custom generated for the
selected community.
03/07/2023 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 4/6
Project Area Crash Map: 0 total crashes.

Step 4: Review the project-specific crash map

03/07/2023 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 5/6
Step 5: Review the crash summary data, graphs and tables provided.

Summary Results
Involved With Fatal Severe Injury Visible Injury Complaint of Pain Total Bicycle 0 0 0 0 0
Pedestrian 0 0 0 0 0
Crash List
CASE ID Date Time Primary Rd Secondary Rd Dist & Dir
from Int.

Bike Ped Killed Injured
03/07/2023 TIMS - Transportation Injury Mapping System
https://tims.berkeley.edu/tools/atp/ 6/6
February 15, 2023
06-Fre-180-PM R62.902/R65.328

1 Traffic Accident Surveillance and Analysis System (TASAS) Crash Data Summary:

The contents of these reports shall be considered confidential and may be privileged pursuant to 23 U.S.C. Section 409 and are for the sole use of the intended recipient(s). Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. Do not print, copy or forward.

Table 1 summarizes collision rates for the requested Route 180 mainline segment in eastbound and westbound directions from Postmile (PM) R62.902- to Postmile (PM) R65.328 in the County of Fresno . The Table B report s were generated on February 14, 2023, and they depict existing collision rates per million vehicle miles for the most recent 36-month period from August 1, 2019 to July 31, 2022 from the Traffic Accident Surveillance and Analysis System (TASAS).

TABLE 1

TASAS Table B Collision Rates (08-01-2019 to 07-31-2022) Fre 180
Segment
TOTAL
No. of
Collisions
ACTUAL
(per million vehicle miles)

AVERAGE
(per million vehicle miles)
Fatal
Collisions
Fatal +
Injury
Collisions
Total (1) Fatal
Collisions
Fatal +
Injury
Collisions
Total (1)
Eastbound
PM R62.902 /
R65.328
28 0.016 0.17 0.44 0.006 0.36 1.05
Westbound
PM R62.902 /
R65.328
53 0.000 0.22 0.84 0.006 0.36 1.05
(1) All reported collisions (includes Property Damage Only (PDO) Collisions)

Eastbound Fre 180 (PM R62.902 to R65.328)

Analysis of the TASAS Table B records provided in Table 1 shows a total of 28 collisions (1 Fatal, 10 Injury, 17 PDO) within the segment of eastbound Route 180 from PM R62.902 to PM R65.328. The total rate of fatal related collisions is above the average for similar facilities statewide. The total rate of injury related collisions and the total rate of collisions are below the average for similar facilities statewide. At PM R63.690, a fatal automobile versus pedestrian collision occurred when a man, for unknown reasons, entered the westbound Number 3 lane and was struck by a passenger car.

February 15, 2023
06-Fre-180-PM R62.902/R65.328

2 Detailed analysis per the TASAS Selective Accident Retrieval (TSAR) generated on February 14, 2023 shows that the primary collision factors in the eastbound segment were:

• 13 “Improper Turn,”
• 4 “Other Violations,”
• 4 “Speeding,”
• 4 “Influence of Alcohol,”
• 1 “Failure to Yield,”
• 1 “Other than Driver,” and
• 1 “Unknown.”

The types of collision included:

• 9 “Sideswipe,”
• 7 “Hit Object,”
• 6 “Rear End,”
• 2 “Overturn,”
• 2 “Broadside,”
• 1 “Head On,” and
• 1 “Auto/Pedestrian.”

The objects struck from the 7 hit object collisions included the following:

• 2 “Traffic Sign/Sign Post”
• 1 “Guardrail,”
• 1 “Barrier”
• 1 “Cut Slope or Embankment”
• 1 “Side of Bridge Railing,” and
• 1 “Other Object on The Road.”

Of the 28 total collisions, 18 occurred in daylight and 3 of the total occurred under wet conditions.

February 15, 2023
06-Fre-180-PM R62.902/R65.328

3 Westbound Fre 180 (PM R62.902 to R65.328)

Analysis of the TASAS Table B records provided in Table 1 shows a total of 53 collisions (0 Fatal, 14 Injury, 39 PDO) within the segment of westbound Route 180 from PM R62.902 to PM R65.328. The total rate of fatal related collisions, the total rate of injury related collisions, and the total rate of collisions are all below the average for similar facilities statewide.

Detailed analysis per the TASAS Selective Accident Retrieval (TSAR) generated on February 14, 2023, shows that the primary collision factors in the westbound segment were:

• 21 “Speeding,”
• 16 “Improper Turn,”
• 6 “Other Violations,”
• 6 “Influence of Alcohol,”
• 2 “Unknown,”
• 1 “Following Too Close,” and
• 1 “Other than Driver.”

The types of collision included:
• 22 “Hit Object,”
• 10 “Rear End,”
• 8 “Sideswipe,”
• 8 “Overturn,”
• 3 “Broadside,” and
• 2 “Other.”

February 15, 2023
06-Fre-180-PM R62.902/R65.328

4 The objects struck from the 22 hit object collisions included the following:

• 5 “Guardrail,”
• 3 “Traffic Sign/Sign Post”
• 3 “Barrier,”
• 2 “Dike or Curb,”
• 2 “Does Not Apply,”
• 1 “Traffic Island,”
• 1 “End of Guardrail,”
• 1 “Over Embankment,”
• 1 “Other Object Off Road,”
• 1 “Other Object On Road,”
• 1 “Unknown Object Struck,” and
• 1 “No Object Involved.”

Of the 53 total collisions, 38 occurred in daylight and 15 of the total occurred under wet conditions.

End of summary.

WB/TC

T R A F F I C I M P A C T S T U D Y
J U N E 2 0 2 3
T R A C T M AP 6 3 6 0 P R O J E C T

F R E S N O, C A L I F O R N I A

P:\HAA2103-TM 6360\PRODUCTS\Traffic\Report\Tract Map 6360 Project TIS_June 2023.docx (06/16/23)

APPENDIX H

VMT CALCULATION WORKSHEETS

2019 TTM 6360 (Project) * City of Fresno **
Total project households 328
Total project population (a) 987
Percent Population traveling to outside (b) * 7.79%
Project Population traveling to outside (c=b*a) 77
Total Internal-Internal (II) Project VMT (d) ** 13,812 Internal project population (e=a-c) 910
II VMT per capita (f=d/e) 15.2
IX VMT per capita (g) *** 2.0
Total IX VMT (h=g*c) 156
Total project VMT (i=d+h) 13,968
VMT per capita (j=i/a) 14.2
VMT adjustment factor for new base model (k) 1.08
Adjusted project VMT per capita (l = k*j) 15.3 14.0
* : Obtained from "Fresno_worker_ixxifractions.dat" from model inputs. Used same percentages/values as the parent TAZ (1029) **: Includes all tours and all sub-tours from the ABM model run for VMT estimation ***: IX VMT per capita was estimated as weighted average for all TAZs in the CSTDM Zone 2417 Appendix H
VMT Calculations
TTM 6360
P:\HAA2103-TM 6360\PRODUCTS\Traffic\VMT\vmt_ttm6360_02-28-2023.xlsx\Appendix A (3/30/2023)

P UBLIC R EVIEW D RAFT E NVIRONMENTAL I MPACT R EPORT
J ANUARY 202 4
V ESTING T ENTATIVE T RACT M AP N O . 6360

F RESNO , C ALIFORNIA

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Fresno City CouncilJuly 25, 2024

Fresno City Council
July 25, 2024