Agenda packet — Clovis City Council, May 20, 2024 (part 10 of 13)

City of Clovis
International Avenue
B/ Willow Avenue - Minnewawa Avenue
24 Hour Directional Volume Count
CVS001
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 19 0 11
12:15 0 9 0 13
12:30 0 9 0 14
12:45 1 5 1 42 1 12 1 50 2 92
01:00 0 6 0 15
01:15 0 12 0 6
01:30 1 6 1 7
01:45 1 4 2 28 0 6 1 34 3 62
02:00 0 17 0 7
02:15 0 9 0 32
02:30 0 21 0 52
02:45 0 100 0 147 0 50 0 141 0 288
03:00 0 33 0 14
03:15 0 22 1 9
03:30 0 14 0 14
03:45 0 16 0 85 0 12 1 49 1 134
04:00 0 14 0 10
04:15 0 18 0 17
04:30 1 17 1 26
04:45 0 23 1 72 1 27 2 80 3 152
05:00 0 9 2 22
05:15 0 19 1 19
05:30 6 12 0 21
05:45 5 15 11 55 2 13 5 75 16 130
06:00 2 18 3 9
06:15 3 14 12 10
06:30 8 8 20 19
06:45 18 18 31 58 19 20 54 58 85 116
07:00 12 14 27 6
07:15 7 7 58 13
07:30 26 7 95 8
07:45 49 14 94 42 116 11 296 38 390 80
08:00 60 4 58 9
08:15 14 8 14 15
08:30 8 3 8 2
08:45 11 16 93 31 6 8 86 34 179 65
09:00 15 5 6 2
09:15 19 4 7 4
09:30 5 4 2 6
09:45 7 3 46 16 12 4 27 16 73 32
10:00 9 1 12 4
10:15 10 7 9 3
10:30 4 2 10 2
10:45 6 2 29 12 11 1 42 10 71 22
11:00 17 2 7 1
11:15 11 2 13 0
11:30 13 0 22 1
11:45 5 1 46 5 16 1 58 3 104 8
Total 354 593 354 593 573 588 573 588 927 1181
Combined
Total 947 947 1161 1161 2108
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 149 - - - 327 - - - - -
P.H.F. 0.621 0.705
PM Peak - - 02:30 - - - 02:15 - - - -
Vol. - - 176 - - - 148 - - - -
P.H.F. 0.440 0.712
Percentag
e

37.4% 62.6% 49.4% 50.6%
ADT/AADT ADT 2,108 AADT 2,108
1999
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Behymer Avenue
B/ Willow Avenue - Minnewawa Avenue
24 Hour Directional Volume Count
CVS002
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 17 0 14
12:15 0 28 1 23
12:30 1 7 3 15
12:45 0 22 3 74 1 21 5 73 8 147
01:00 1 17 1 20
01:15 0 21 2 15
01:30 0 14 0 12
01:45 0 16 1 68 1 16 4 63 5 131
02:00 0 17 0 20
02:15 0 13 2 22
02:30 1 34 1 32
02:45 1 69 2 133 0 33 3 107 5 240
03:00 1 38 1 37
03:15 1 44 1 31
03:30 2 28 1 26
03:45 0 33 4 143 0 27 3 121 7 264
04:00 1 31 1 27
04:15 1 14 1 20
04:30 0 21 0 27
04:45 1 38 3 104 2 31 4 105 7 209
05:00 2 19 5 38
05:15 3 24 3 33
05:30 3 21 3 32
05:45 5 24 13 88 9 30 20 133 33 221
06:00 4 21 6 18
06:15 10 18 8 22
06:30 8 22 15 17
06:45 29 19 51 80 20 21 49 78 100 158
07:00 22 19 18 16
07:15 20 20 43 19
07:30 43 14 42 12
07:45 44 22 129 75 50 18 153 65 282 140
08:00 54 10 54 11
08:15 49 14 28 9
08:30 21 12 26 12
08:45 15 10 139 46 23 4 131 36 270 82
09:00 14 10 13 11
09:15 12 8 18 6
09:30 19 7 13 7
09:45 9 5 54 30 16 7 60 31 114 61
10:00 18 4 12 10
10:15 13 4 13 7
10:30 16 7 14 3
10:45 14 3 61 18 21 7 60 27 121 45
11:00 24 3 11 6
11:15 11 4 16 5
11:30 14 2 18 1
11:45 24 2 73 11 24 2 69 14 142 25
Total 533 870 533 870 561 853 561 853 1094 1723
Combined
Total 1403 1403 1414 1414 2817
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 190 - - - 189 - - - - -
P.H.F. 0.880 0.875
PM Peak - - 02:30 - - - 04:45 - - - -
Vol. - - 185 - - - 134 - - - -
P.H.F. 0.670 0.882
Percentag
e

38.0% 62.0% 39.7% 60.3%
ADT/AADT ADT 2,817 AADT 2,817
2000
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Behymer Avenue
B/ Minnewawa Avenue - Baron Avenue
24 Hour Directional Volume Count
CVS003
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 24 2 29
12:15 2 29 1 29
12:30 0 12 4 22
12:45 0 18 6 83 1 27 8 107 14 190
01:00 4 26 3 31
01:15 3 37 1 23
01:30 0 31 0 22
01:45 2 23 9 117 3 14 7 90 16 207
02:00 3 32 0 25
02:15 2 19 3 26
02:30 6 43 0 79
02:45 2 130 13 224 0 46 3 176 16 400
03:00 5 89 1 42
03:15 0 47 1 39
03:30 2 39 0 31
03:45 0 54 7 229 0 41 2 153 9 382
04:00 3 61 1 41
04:15 1 43 2 31
04:30 3 37 3 46
04:45 4 49 11 190 4 45 10 163 21 353
05:00 1 42 7 57
05:15 3 43 8 53
05:30 7 36 12 36
05:45 15 41 26 162 14 43 41 189 67 351
06:00 9 40 9 27
06:15 13 39 24 40
06:30 22 38 41 29
06:45 43 28 87 145 42 43 116 139 203 284
07:00 32 26 54 26
07:15 28 27 105 28
07:30 54 19 142 22
07:45 84 30 198 102 127 24 428 100 626 202
08:00 79 17 80 20
08:15 55 23 47 16
08:30 20 22 46 14
08:45 24 19 178 81 35 12 208 62 386 143
09:00 29 23 25 12
09:15 24 13 29 14
09:30 21 12 33 8
09:45 17 9 91 57 33 8 120 42 211 99
10:00 31 7 23 7
10:15 24 9 28 12
10:30 24 10 31 8
10:45 15 9 94 35 36 5 118 32 212 67
11:00 38 6 15 5
11:15 26 8 34 4
11:30 25 2 31 3
11:45 28 3 117 19 33 4 113 16 230 35
Total 837 1444 837 1444 1174 1269 1174 1269 2011 2713
Combined
Total 2281 2281 2443 2443 4724
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 272 - - - 454 - - - - -
P.H.F. 0.810 0.799
PM Peak - - 02:30 - - - 02:30 - - - -
Vol. - - 309 - - - 206 - - - -
P.H.F. 0.594 0.652
Percentag
e

36.7% 63.3% 48.1% 51.9%
ADT/AADT ADT 4,724 AADT 4,724
2001
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Shepherd Avenue
B/ Willow Avenue - Minnewawa Avenue
24 Hour Directional Volume Count
CVS004
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 85 13 70
12:15 8 110 10 93
12:30 10 82 5 90
12:45 3 105 38 382 6 95 34 348 72 730
01:00 4 90 6 83
01:15 3 84 3 88
01:30 5 87 4 69
01:45 3 89 15 350 6 87 19 327 34 677
02:00 2 92 5 70
02:15 3 88 0 77
02:30 4 119 0 83
02:45 2 122 11 421 1 94 6 324 17 745
03:00 2 108 1 93
03:15 2 137 3 120
03:30 1 125 1 106
03:45 3 102 8 472 5 104 10 423 18 895
04:00 4 109 3 116
04:15 4 103 7 104
04:30 5 134 8 109
04:45 8 124 21 470 14 125 32 454 53 924
05:00 3 139 11 107
05:15 8 128 17 135
05:30 30 145 21 126
05:45 38 126 79 538 31 127 80 495 159 1033
06:00 34 134 28 91
06:15 34 110 44 117
06:30 49 121 50 108
06:45 59 94 176 459 72 73 194 389 370 848
07:00 69 105 93 83
07:15 109 106 88 75
07:30 124 96 102 52
07:45 123 78 425 385 130 61 413 271 838 656
08:00 109 70 99 61
08:15 86 93 98 70
08:30 81 77 87 51
08:45 72 91 348 331 107 49 391 231 739 562
09:00 56 69 92 40
09:15 59 65 60 36
09:30 84 62 98 24
09:45 80 36 279 232 99 32 349 132 628 364
10:00 62 39 76 26
10:15 67 30 84 30
10:30 73 23 63 29
10:45 84 21 286 113 80 19 303 104 589 217
11:00 66 24 95 9
11:15 74 11 88 11
11:30 84 12 101 9
11:45 76 6 300 53 112 10 396 39 696 92
Total 1986 4206 1986 4206 2227 3537 2227 3537 4213 7743 Combined
Total 6192 6192 5764 5764 11956
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 465 - - - 429 - - - - -
P.H.F. 0.938 0.825
PM Peak - - 05:00 - - - 05:00 - - - -
Vol. - - 538 - - - 495 - - - -
P.H.F. 0.928 0.917
Percentag
e

32.1% 67.9% 38.6% 61.4%
ADT/AADT ADT 11,956 AADT 11,956
2002
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Shepherd Avenue
B/ Minnewawa Avenue - Clovis Avenue
24 Hour Directional Volume Count
CVS005
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 85 16 66
12:15 10 93 11 85
12:30 9 85 7 84
12:45 5 106 33 369 8 84 42 319 75 688
01:00 2 82 4 82
01:15 2 74 5 78
01:30 6 93 3 84
01:45 6 81 16 330 5 86 17 330 33 660
02:00 2 75 4 74
02:15 2 80 1 88
02:30 3 87 0 124
02:45 3 129 10 371 3 97 8 383 18 754
03:00 3 142 0 101
03:15 3 127 1 122
03:30 2 114 0 99
03:45 2 106 10 489 6 106 7 428 17 917
04:00 4 101 7 106
04:15 3 96 5 121
04:30 6 97 9 108
04:45 9 112 22 406 11 110 32 445 54 851
05:00 7 120 14 104
05:15 7 123 15 142
05:30 18 117 13 114
05:45 40 113 72 473 27 105 69 465 141 938
06:00 42 109 30 93
06:15 32 126 45 101
06:30 52 98 65 94
06:45 72 93 198 426 69 76 209 364 407 790
07:00 55 74 85 73
07:15 89 95 105 71
07:30 115 76 137 57
07:45 136 77 395 322 95 72 422 273 817 595
08:00 135 59 92 63
08:15 98 84 98 72
08:30 79 78 96 58
08:45 79 82 391 303 101 37 387 230 778 533
09:00 53 54 81 40
09:15 66 65 62 38
09:30 70 57 72 28
09:45 84 40 273 216 98 39 313 145 586 361
10:00 68 29 59 31
10:15 80 32 82 18
10:30 63 30 69 25
10:45 72 14 283 105 83 24 293 98 576 203
11:00 79 20 61 9
11:15 68 11 94 14
11:30 69 9 100 9
11:45 86 11 302 51 95 11 350 43 652 94
Total 2005 3861 2005 3861 2149 3523 2149 3523 4154 7384 Combined
Total 5866 5866 5672 5672 11538
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 484 - - - 429 - - - - -
P.H.F. 0.890 0.783
PM Peak - - 02:45 - - - 04:45 - - - -
Vol. - - 512 - - - 470 - - - -
P.H.F. 0.901 0.827
Percentag
e

34.2% 65.8% 37.9% 62.1%
ADT/AADT ADT 11,538 AADT 11,538
2003
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Shepherd Avenue
B/ Clovis Avenue - Sunnyside Avenue
24 Hour Directional Volume Count
CVS006
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 67 11 55
12:15 7 79 8 58
12:30 7 75 4 58
12:45 2 86 25 307 6 59 29 230 54 537
01:00 2 65 4 75
01:15 4 61 3 56
01:30 7 83 2 65
01:45 6 67 19 276 5 52 14 248 33 524
02:00 3 71 5 65
02:15 2 81 0 66
02:30 3 73 0 97
02:45 3 129 11 354 3 74 8 302 19 656
03:00 1 128 0 89
03:15 2 129 1 84
03:30 2 94 2 86
03:45 0 79 5 430 4 91 7 350 12 780
04:00 4 83 5 80
04:15 0 82 4 99
04:30 3 81 8 94
04:45 7 101 14 347 10 87 27 360 41 707
05:00 3 107 10 95
05:15 6 105 15 110
05:30 17 105 13 96
05:45 31 102 57 419 23 86 61 387 118 806
06:00 39 88 29 71
06:15 24 110 39 80
06:30 47 89 55 79
06:45 54 85 164 372 63 64 186 294 350 666
07:00 44 68 86 58
07:15 96 87 118 52
07:30 102 69 137 42
07:45 125 68 367 292 98 47 439 199 806 491
08:00 104 55 90 40
08:15 76 87 94 58
08:30 63 75 80 53
08:45 63 68 306 285 86 34 350 185 656 470
09:00 60 54 63 33
09:15 71 47 62 25
09:30 58 47 73 24
09:45 72 38 261 186 88 30 286 112 547 298
10:00 58 27 64 20
10:15 81 28 63 14
10:30 60 25 50 22
10:45 57 13 256 93 78 17 255 73 511 166
11:00 70 15 64 10
11:15 57 9 82 10
11:30 63 7 83 9
11:45 71 7 261 38 95 8 324 37 585 75
Total 1746 3399 1746 3399 1986 2777 1986 2777 3732 6176 Combined
Total 5145 5145 4763 4763 9908
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 427 - - - 443 - - - - -
P.H.F. 0.854 0.808
PM Peak - - 02:45 - - - 04:45 - - - -
Vol. - - 480 - - - 388 - - - -
P.H.F. 0.930 0.882
Percentag
e

33.9% 66.1% 41.7% 58.3%
ADT/AADT ADT 9,908 AADT 9,908
2004
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Shepherd Avenue
B/ Sunnyside Avenue - Fowler Avenue
24 Hour Directional Volume Count
CVS007
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 61 11 49
12:15 8 68 6 57
12:30 6 63 2 45
12:45 3 70 24 262 5 63 24 214 48 476
01:00 2 54 4 66
01:15 3 50 4 44
01:30 7 69 2 50
01:45 7 54 19 227 4 50 14 210 33 437
02:00 2 62 3 51
02:15 2 62 0 62
02:30 3 64 0 87
02:45 3 114 10 302 3 69 6 269 16 571
03:00 0 116 1 73
03:15 0 111 1 71
03:30 4 94 0 60
03:45 0 90 4 411 3 62 5 266 9 677
04:00 3 79 4 72
04:15 0 76 4 80
04:30 1 73 7 76
04:45 6 90 10 318 8 73 23 301 33 619
05:00 2 96 12 76
05:15 4 95 11 93
05:30 9 92 7 89
05:45 19 86 34 369 23 74 53 332 87 701
06:00 33 79 27 58
06:15 24 100 30 68
06:30 32 79 41 70
06:45 46 75 135 333 60 55 158 251 293 584
07:00 30 68 76 42
07:15 63 83 137 42
07:30 79 64 113 35
07:45 105 56 277 271 67 38 393 157 670 428
08:00 100 43 85 31
08:15 52 74 90 44
08:30 51 70 71 49
08:45 46 58 249 245 73 24 319 148 568 393
09:00 48 49 53 21
09:15 43 43 56 18
09:30 53 39 66 27
09:45 58 45 202 176 79 28 254 94 456 270
10:00 52 26 62 17
10:15 57 25 49 12
10:30 55 26 45 19
10:45 48 15 212 92 67 13 223 61 435 153
11:00 57 14 62 10
11:15 48 7 75 8
11:30 57 7 79 7
11:45 61 5 223 33 72 5 288 30 511 63
Total 1399 3039 1399 3039 1760 2333 1760 2333 3159 5372 Combined
Total 4438 4438 4093 4093 8531
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 347 - - - 402 - - - - -
P.H.F. 0.826 0.734
PM Peak - - 02:45 - - - 05:00 - - - -
Vol. - - 435 - - - 332 - - - -
P.H.F. 0.938 0.892
Percentag
e

31.5% 68.5% 43.0% 57.0%
ADT/AADT ADT 8,531 AADT 8,531
2005
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Herndon Avenue
B/ State Route 168 Eastbound - Clovis Avenue
24 Hour Directional Volume Count
CVS008
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 36 465 49 397
12:15 44 400 38 404
12:30 38 411 32 433
12:45 27 354 145 1630 18 451 137 1685 282 3315
01:00 18 374 16 387
01:15 18 362 21 369
01:30 14 381 14 355
01:45 18 384 68 1501 19 370 70 1481 138 2982
02:00 17 412 25 411
02:15 16 402 22 399
02:30 11 366 15 382
02:45 16 388 60 1568 8 358 70 1550 130 3118
03:00 9 421 13 437
03:15 6 458 21 408
03:30 19 432 11 427
03:45 27 457 61 1768 17 377 62 1649 123 3417
04:00 18 384 25 375
04:15 23 538 21 415
04:30 40 491 41 423
04:45 67 528 148 1941 43 402 130 1615 278 3556
05:00 42 485 50 474
05:15 64 497 40 412
05:30 100 499 75 377
05:45 153 489 359 1970 114 404 279 1667 638 3637
06:00 90 450 101 385
06:15 101 406 147 379
06:30 148 321 244 327
06:45 163 364 502 1541 266 309 758 1400 1260 2941
07:00 174 260 331 283
07:15 228 301 399 269
07:30 284 263 437 268
07:45 331 247 1017 1071 452 239 1619 1059 2636 2130
08:00 355 269 382 244
08:15 282 223 391 231
08:30 320 248 385 238
08:45 312 220 1269 960 314 207 1472 920 2741 1880
09:00 245 202 285 185
09:15 276 173 298 190
09:30 278 178 318 162
09:45 299 149 1098 702 331 174 1232 711 2330 1413
10:00 321 106 316 158
10:15 301 89 326 140
10:30 369 81 347 120
10:45 352 94 1343 370 338 72 1327 490 2670 860
11:00 401 54 304 79
11:15 375 65 392 70
11:30 390 76 392 61
11:45 439 57 1605 252 403 35 1491 245 3096 497
Total 7675 15274 7675 15274 8647 14472 8647 14472 16322 29746 Combined
Total 22949 22949 23119 23119 46068
AM Peak - 11:00 - - - 07:15 - - - - -
Vol. - 1605 - - - 1670 - - - - -
P.H.F. 0.914 0.924
PM Peak - - 04:15 - - - 04:15 - - - -
Vol. - - 2042 - - - 1714 - - - -
P.H.F. 0.949 0.904
Percentag
e

33.4% 66.6% 37.4% 62.6%
ADT/AADT ADT 46,068 AADT 46,068
2006
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Willow Avenue
B/ International Avenue - Behymer Avenue
24 Hour Directional Volume Count
CVS009
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 14 86 7 76
12:15 14 73 13 54
12:30 5 83 11 62
12:45 7 85 40 327 3 89 34 281 74 608
01:00 10 61 6 61
01:15 3 66 8 55
01:30 6 78 5 74
01:45 3 59 22 264 4 61 23 251 45 515
02:00 10 91 5 68
02:15 4 112 7 78
02:30 2 177 3 115
02:45 0 163 16 543 6 305 21 566 37 1109
03:00 4 109 5 117
03:15 2 81 7 98
03:30 1 106 4 97
03:45 0 95 7 391 2 77 18 389 25 780
04:00 0 104 3 94
04:15 1 76 7 102
04:30 8 127 12 62
04:45 8 113 17 420 12 104 34 362 51 782
05:00 9 93 4 94
05:15 14 156 11 86
05:30 27 106 15 74
05:45 36 105 86 460 11 84 41 338 127 798
06:00 26 120 27 88
06:15 23 97 31 73
06:30 46 75 50 59
06:45 64 76 159 368 66 62 174 282 333 650
07:00 67 76 64 83
07:15 109 80 79 50
07:30 157 55 158 79
07:45 217 53 550 264 188 53 489 265 1039 529
08:00 164 60 201 58
08:15 71 56 86 45
08:30 68 54 57 61
08:45 72 51 375 221 60 36 404 200 779 421
09:00 60 54 58 32
09:15 51 43 62 32
09:30 59 28 50 33
09:45 55 23 225 148 59 22 229 119 454 267
10:00 49 16 61 23
10:15 51 29 68 23
10:30 61 30 59 19
10:45 56 19 217 94 66 13 254 78 471 172
11:00 60 12 72 10
11:15 69 16 59 20
11:30 71 11 72 13
11:45 73 10 273 49 79 5 282 48 555 97
Total 1987 3549 1987 3549 2003 3179 2003 3179 3990 6728 Combined
Total 5536 5536 5182 5182 10718
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 647 - - - 633 - - - - -
P.H.F. 0.745 0.787
PM Peak - - 02:15 - - - 02:30 - - - -
Vol. - - 561 - - - 635 - - - -
P.H.F. 0.792 0.520
Percentag
e

35.9% 64.1% 38.7% 61.3%
ADT/AADT ADT 10,718 AADT 10,718
2007
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Willow Avenue
B/ Behymer Avenue - Shepherd Avenue
24 Hour Directional Volume Count
CVS010
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 26 127 13 141
12:15 23 112 16 112
12:30 11 136 14 118
12:45 9 120 69 495 13 142 56 513 125 1008
01:00 15 136 8 148
01:15 2 111 8 104
01:30 10 112 8 131
01:45 5 114 32 473 4 121 28 504 60 977
02:00 13 127 5 112
02:15 4 159 10 123
02:30 8 201 9 130
02:45 0 200 25 687 8 249 32 614 57 1301
03:00 7 185 6 193
03:15 4 153 5 196
03:30 5 172 6 176
03:45 3 195 19 705 7 156 24 721 43 1426
04:00 2 165 2 146
04:15 1 175 13 173
04:30 8 218 18 133
04:45 13 203 24 761 22 155 55 607 79 1368
05:00 11 187 27 136
05:15 18 244 25 164
05:30 35 201 37 162
05:45 48 201 112 833 40 149 129 611 241 1444
06:00 34 163 56 129
06:15 29 150 64 144
06:30 54 123 93 121
06:45 64 132 181 568 128 106 341 500 522 1068
07:00 81 131 129 144
07:15 125 137 137 90
07:30 196 104 255 116
07:45 235 94 637 466 233 95 754 445 1391 911
08:00 138 94 247 89
08:15 125 106 203 102
08:30 106 82 124 76
08:45 123 97 492 379 126 79 700 346 1192 725
09:00 80 96 94 55
09:15 79 90 120 65
09:30 97 51 111 62
09:45 97 46 353 283 111 46 436 228 789 511
10:00 84 44 105 44
10:15 78 63 108 40
10:30 87 65 103 47
10:45 91 34 340 206 114 31 430 162 770 368
11:00 105 26 112 27
11:15 112 22 117 23
11:30 108 24 117 21
11:45 115 28 440 100 132 11 478 82 918 182
Total 2724 5956 2724 5956 3463 5333 3463 5333 6187 11289 Combined
Total 8680 8680 8796 8796 17476
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 694 - - - 938 - - - - -
P.H.F. 0.738 0.920
PM Peak - - 04:30 - - - 02:45 - - - -
Vol. - - 852 - - - 814 - - - -
P.H.F. 0.873 0.817
Percentag
e

31.4% 68.6% 39.4% 60.6%
ADT/AADT ADT 17,476 AADT 17,476
2008
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Minnewawa Avenue
B/ International Avenue - Behymer Avenue
24 Hour Directional Volume Count
CVS011
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 14 51 7 49
12:15 7 44 14 45
12:30 8 54 8 51
12:45 5 36 34 185 8 34 37 179 71 364
01:00 5 48 8 58
01:15 7 55 5 53
01:30 5 52 4 55
01:45 3 44 20 199 9 55 26 221 46 420
02:00 2 43 4 58
02:15 4 54 5 60
02:30 0 105 10 69
02:45 1 79 7 281 5 109 24 296 31 577
03:00 2 56 7 99
03:15 2 65 2 61
03:30 1 65 2 67
03:45 2 64 7 250 5 69 16 296 23 546
04:00 3 67 3 83
04:15 1 70 5 87
04:30 10 80 11 69
04:45 5 67 19 284 8 74 27 313 46 597
05:00 8 72 7 62
05:15 26 96 12 82
05:30 25 72 19 69
05:45 24 63 83 303 30 45 68 258 151 561
06:00 26 53 17 60
06:15 38 57 30 67
06:30 59 45 48 41
06:45 61 64 184 219 48 41 143 209 327 428
07:00 67 58 41 40
07:15 109 49 59 38
07:30 150 43 99 21
07:45 168 42 494 192 103 34 302 133 796 325
08:00 85 52 90 27
08:15 67 37 67 31
08:30 61 33 53 46
08:45 52 33 265 155 49 32 259 136 524 291
09:00 43 27 51 26
09:15 43 19 50 19
09:30 54 24 47 19
09:45 48 21 188 91 50 13 198 77 386 168
10:00 40 20 44 8
10:15 40 18 52 28
10:30 41 16 40 19
10:45 55 12 176 66 38 16 174 71 350 137
11:00 36 7 55 9
11:15 56 8 52 8
11:30 50 8 54 10
11:45 41 12 183 35 50 11 211 38 394 73
Total 1660 2260 1660 2260 1485 2227 1485 2227 3145 4487 Combined
Total 3920 3920 3712 3712 7632
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 512 - - - 359 - - - - -
P.H.F. 0.762 0.871
PM Peak - - 04:30 - - - 02:30 - - - -
Vol. - - 315 - - - 338 - - - -
P.H.F. 0.820 0.775
Percentag
e

42.3% 57.7% 40.0% 60.0%
ADT/AADT ADT 7,632 AADT 7,632
2009
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Minnewawa Avenue
B/ Behymer Avenue - Shepherd Avenue
24 Hour Directional Volume Count
CVS012
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 35 5 41
12:15 8 39 13 45
12:30 6 47 8 46
12:45 4 30 30 151 7 38 33 170 63 321
01:00 4 40 6 52
01:15 9 46 3 36
01:30 5 42 4 38
01:45 1 45 19 173 7 47 20 173 39 346
02:00 4 37 3 42
02:15 3 51 3 55
02:30 1 59 5 61
02:45 1 72 9 219 4 54 15 212 24 431
03:00 3 52 4 49
03:15 2 50 3 51
03:30 2 58 2 54
03:45 2 49 9 209 5 47 14 201 23 410
04:00 3 53 1 53
04:15 1 59 6 58
04:30 7 59 8 51
04:45 3 51 14 222 5 61 20 223 34 445
05:00 6 56 8 42
05:15 21 80 12 67
05:30 17 70 16 56
05:45 20 54 64 260 21 32 57 197 121 457
06:00 23 44 12 41
06:15 24 40 29 47
06:30 35 34 36 26
06:45 40 41 122 159 35 31 112 145 234 304
07:00 35 49 35 34
07:15 52 40 56 31
07:30 55 33 93 16
07:45 96 35 238 157 68 25 252 106 490 263
08:00 58 43 64 20
08:15 43 30 56 22
08:30 38 30 51 35
08:45 40 23 179 126 40 21 211 98 390 224
09:00 34 26 39 13
09:15 31 13 37 16
09:30 37 23 48 14
09:45 34 19 136 81 45 8 169 51 305 132
10:00 30 23 32 5
10:15 26 13 42 23
10:30 25 11 33 16
10:45 37 14 118 61 34 10 141 54 259 115
11:00 34 8 43 6
11:15 39 11 38 6
11:30 39 6 45 10
11:45 31 9 143 34 45 9 171 31 314 65
Total 1081 1852 1081 1852 1215 1661 1215 1661 2296 3513 Combined
Total 2933 2933 2876 2876 5809
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 261 - - - 281 - - - - -
P.H.F. 0.680 0.755
PM Peak - - 05:00 - - - 04:45 - - - -
Vol. - - 260 - - - 226 - - - -
P.H.F. 0.813 0.843
Percentag
e

36.9% 63.1% 42.2% 57.8%
ADT/AADT ADT 5,809 AADT 5,809
2010
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Clovis Avenue
B/ Baron Avenue - Shepherd Avenue
24 Hour Directional Volume Count
CVS013
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 20 1 19
12:15 4 21 2 24
12:30 2 17 4 19
12:45 2 25 10 83 0 27 7 89 17 172
01:00 0 12 0 17
01:15 0 20 0 18
01:30 1 18 1 17
01:45 1 15 2 65 0 16 1 68 3 133
02:00 1 14 0 18
02:15 1 11 0 25
02:30 0 6 0 29
02:45 0 16 2 47 0 31 0 103 2 150
03:00 1 19 0 19
03:15 0 29 0 28
03:30 1 28 0 28
03:45 1 22 3 98 0 16 0 91 3 189
04:00 1 16 0 21
04:15 1 22 0 14
04:30 1 19 3 16
04:45 0 17 3 74 0 16 3 67 6 141
05:00 3 23 1 14
05:15 1 16 3 16
05:30 5 25 4 14
05:45 6 19 15 83 5 8 13 52 28 135
06:00 6 22 3 7
06:15 7 13 7 16
06:30 15 8 12 8
06:45 31 14 59 57 5 11 27 42 86 99
07:00 19 13 9 14
07:15 23 17 26 13
07:30 44 18 69 8
07:45 24 20 110 68 31 9 135 44 245 112
08:00 35 8 23 11
08:15 35 11 15 8
08:30 17 12 24 4
08:45 13 21 100 52 21 6 83 29 183 81
09:00 11 9 21 8
09:15 9 17 20 4
09:30 21 13 10 5
09:45 16 7 57 46 27 2 78 19 135 65
10:00 16 7 23 6
10:15 18 6 25 7
10:30 12 2 27 3
10:45 21 2 67 17 13 2 88 18 155 35
11:00 17 8 14 3
11:15 21 2 24 1
11:30 16 1 20 0
11:45 25 4 79 15 12 2 70 6 149 21
Total 507 705 507 705 505 628 505 628 1012 1333
Combined
Total 1212 1212 1133 1133 2345
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 138 - - - 149 - - - - -
P.H.F. 0.784 0.540
PM Peak - - 03:00 - - - 02:30 - - - -
Vol. - - 98 - - - 107 - - - -
P.H.F. 0.845 0.863
Percentag
e

41.8% 58.2% 44.6% 55.4%
ADT/AADT ADT 2,345 AADT 2,345
2011
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Clovis Avenue
B/ Shepherd Avenue - Teague Avenue
24 Hour Directional Volume Count
CVS014
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 27 2 33
12:15 5 46 3 36
12:30 5 48 6 34
12:45 2 49 20 170 1 46 12 149 32 319
01:00 0 33 0 48
01:15 4 48 0 37
01:30 4 45 2 35
01:45 2 50 10 176 1 31 3 151 13 327
02:00 3 34 2 33
02:15 2 45 0 36
02:30 0 38 0 48
02:45 2 64 7 181 2 56 4 173 11 354
03:00 0 50 1 52
03:15 0 92 1 51
03:30 1 52 2 59
03:45 2 47 3 241 1 53 5 215 8 456
04:00 4 59 1 56
04:15 2 54 3 38
04:30 3 52 7 51
04:45 4 64 13 229 5 51 16 196 29 425
05:00 6 68 4 63
05:15 6 60 9 46
05:30 10 61 10 44
05:45 11 48 33 237 15 29 38 182 71 419
06:00 20 55 19 39
06:15 15 51 17 49
06:30 34 34 26 28
06:45 41 40 110 180 27 33 89 149 199 329
07:00 28 35 30 27
07:15 62 42 71 27
07:30 63 38 101 20
07:45 48 55 201 170 69 28 271 102 472 272
08:00 36 37 53 21
08:15 49 38 47 18
08:30 34 34 41 24
08:45 32 27 151 136 41 23 182 86 333 222
09:00 30 30 15 22
09:15 24 26 30 18
09:30 38 18 40 16
09:45 28 24 120 98 41 12 126 68 246 166
10:00 27 16 49 6
10:15 36 13 23 14
10:30 31 13 30 16
10:45 29 14 123 56 31 8 133 44 256 100
11:00 26 8 35 9
11:15 39 10 41 7
11:30 43 5 36 6
11:45 40 6 148 29 42 5 154 27 302 56
Total 939 1903 939 1903 1033 1542 1033 1542 1972 3445
Combined
Total 2842 2842 2575 2575 5417
AM Peak - 07:15 - - - 07:15 - - - - -
Vol. - 209 - - - 294 - - - - -
P.H.F. 0.829 0.728
PM Peak - - 02:45 - - - 03:15 - - - -
Vol. - - 258 - - - 219 - - - -
P.H.F. 0.701 0.928
Percentag
e

33.0% 67.0% 40.1% 59.9%
ADT/AADT ADT 5,417 AADT 5,417
2012
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Clovis Avenue
B/ Teague Avenue - Nees Avenue
24 Hour Directional Volume Count
CVS015
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 68 4 77
12:15 8 94 2 62
12:30 8 91 6 71
12:45 3 64 28 317 3 83 15 293 43 610
01:00 1 63 1 55
01:15 5 80 0 54
01:30 2 94 1 60
01:45 1 67 9 304 1 58 3 227 12 531
02:00 4 65 3 58
02:15 3 80 2 59
02:30 2 87 1 71
02:45 2 108 11 340 1 98 7 286 18 626
03:00 2 101 1 110
03:15 0 111 2 147
03:30 1 97 1 107
03:45 3 91 6 400 3 89 7 453 13 853
04:00 2 118 4 74
04:15 2 97 10 88
04:30 1 117 9 70
04:45 3 110 8 442 14 73 37 305 45 747
05:00 11 144 15 105
05:15 9 134 17 69
05:30 9 106 23 76
05:45 24 95 53 479 29 61 84 311 137 790
06:00 20 97 26 78
06:15 22 92 45 75
06:30 42 64 43 60
06:45 65 65 149 318 65 55 179 268 328 586
07:00 69 58 81 45
07:15 128 64 95 49
07:30 173 78 160 30
07:45 105 80 475 280 148 46 484 170 959 450
08:00 88 79 117 31
08:15 62 69 131 37
08:30 58 63 101 36
08:45 50 61 258 272 71 37 420 141 678 413
09:00 48 66 60 32
09:15 52 54 67 30
09:30 48 38 70 28
09:45 58 34 206 192 67 23 264 113 470 305
10:00 53 29 65 16
10:15 69 32 69 9
10:30 50 19 58 15
10:45 57 19 229 99 59 10 251 50 480 149
11:00 74 19 52 14
11:15 58 14 85 7
11:30 85 12 56 12
11:45 71 12 288 57 85 10 278 43 566 100
Total 1720 3500 1720 3500 2029 2660 2029 2660 3749 6160 Combined
Total 5220 5220 4689 4689 9909
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 494 - - - 556 - - - - -
P.H.F. 0.714 0.869
PM Peak - - 04:30 - - - 02:45 - - - -
Vol. - - 505 - - - 462 - - - -
P.H.F. 0.877 0.786
Percentag
e

33.0% 67.0% 43.3% 56.7%
ADT/AADT ADT 9,909 AADT 9,909
2013
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Clovis Avenue
B/ Nees Avenue - Alluvial Avenue
24 Hour Directional Volume Count
CVS016
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 91 9 112
12:15 9 134 8 85
12:30 12 112 9 93
12:45 4 77 33 414 3 114 29 404 62 818
01:00 3 81 2 88
01:15 8 97 2 81
01:30 2 103 1 100
01:45 1 89 14 370 2 85 7 354 21 724
02:00 6 91 7 97
02:15 4 101 2 97
02:30 3 94 3 94
02:45 1 117 14 403 2 137 14 425 28 828
03:00 2 114 2 148
03:15 0 118 2 169
03:30 1 108 3 157
03:45 4 113 7 453 4 105 11 579 18 1032
04:00 1 121 5 112
04:15 2 131 10 118
04:30 5 126 8 100
04:45 4 128 12 506 14 134 37 464 49 970
05:00 14 159 15 141
05:15 9 155 18 125
05:30 19 123 24 122
05:45 29 102 71 539 35 93 92 481 163 1020
06:00 21 109 36 123
06:15 25 122 45 109
06:30 52 81 63 95
06:45 71 71 169 383 80 86 224 413 393 796
07:00 64 75 99 73
07:15 100 73 115 77
07:30 97 92 195 68
07:45 90 90 351 330 188 73 597 291 948 621
08:00 85 94 137 53
08:15 61 76 140 48
08:30 67 63 117 54
08:45 53 65 266 298 107 53 501 208 767 506
09:00 63 56 82 43
09:15 52 60 83 38
09:30 59 43 97 36
09:45 75 46 249 205 92 29 354 146 603 351
10:00 74 33 80 20
10:15 83 38 95 21
10:30 71 20 77 19
10:45 79 25 307 116 89 14 341 74 648 190
11:00 85 20 81 15
11:15 70 15 119 11
11:30 102 16 74 10
11:45 88 19 345 70 110 11 384 47 729 117
Total 1838 4087 1838 4087 2591 3886 2591 3886 4429 7973 Combined
Total 5925 5925 6477 6477 12402
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 372 - - - 660 - - - - -
P.H.F. 0.930 0.846
PM Peak - - 04:30 - - - 02:45 - - - -
Vol. - - 568 - - - 611 - - - -
P.H.F. 0.893 0.904
Percentag
e

31.0% 69.0% 40.0% 60.0%
ADT/AADT ADT 12,402 AADT 12,402
2014
AGENDA ITEM NO. 13.

Page 1 ends

City of Clovis
Clovis Avenue
B/ Alluvial Avenue - Herndon Avenue
24 Hour Directional Volume Count
CVS017
Site Code: 003-22473
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 24-May-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 235 15 192
12:15 20 187 13 173
12:30 17 230 15 173
12:45 10 191 59 843 6 199 49 737 108 1580
01:00 11 207 7 172
01:15 12 194 8 147
01:30 4 165 6 155
01:45 6 171 33 737 3 159 24 633 57 1370
02:00 10 178 6 165
02:15 5 223 12 148
02:30 6 205 5 153
02:45 3 197 24 803 3 162 26 628 50 1431
03:00 4 210 2 179
03:15 4 212 3 176
03:30 5 190 2 236
03:45 10 230 23 842 6 161 13 752 36 1594
04:00 7 191 6 153
04:15 8 256 6 158
04:30 9 173 13 197
04:45 18 217 42 837 14 178 39 686 81 1523
05:00 20 256 18 187
05:15 18 247 22 231
05:30 40 210 37 200
05:45 51 214 129 927 53 167 130 785 259 1712
06:00 39 203 46 140
06:15 51 171 64 185
06:30 65 145 99 147
06:45 94 156 249 675 126 150 335 622 584 1297
07:00 98 146 145 112
07:15 147 129 151 123
07:30 177 177 217 99
07:45 162 149 584 601 240 88 753 422 1337 1023
08:00 156 143 187 65
08:15 143 118 194 90
08:30 135 131 184 69
08:45 143 108 577 500 186 82 751 306 1328 806
09:00 153 102 144 77
09:15 110 93 145 65
09:30 147 80 143 50
09:45 156 62 566 337 154 52 586 244 1152 581
10:00 172 72 125 28
10:15 161 49 158 40
10:30 150 46 136 35
10:45 184 46 667 213 167 24 586 127 1253 340
11:00 162 35 148 29
11:15 175 23 152 15
11:30 182 33 153 16
11:45 180 33 699 124 181 14 634 74 1333 198
Total 3652 7439 3652 7439 3926 6016 3926 6016 7578 13455 Combined
Total 11091 11091 9942 9942 21033
AM Peak - 10:45 - - - 07:30 - - - - -
Vol. - 703 - - - 838 - - - - -
P.H.F. 0.955 0.873
PM Peak - - 04:45 - - - 04:45 - - - -
Vol. - - 930 - - - 796 - - - -
P.H.F. 0.908 0.861
Percentag
e

32.9% 67.1% 39.5% 60.5%
ADT/AADT ADT 21,033 AADT 21,033
2015
AGENDA ITEM NO. 13.

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 5.8 2 4.5 2 5.8 2 5.2 0 0 PedClr Thru Yel
Max 1 20 45 20 30 20 45 20 30 0 0 SkipRed-NoCall
Max 2 12 35 12 20 12 35 12 20 0 0 Red Rest
Yel Clearance 4.3 4.7 3.6 4.8 4.3 4.7 3 4.8 0 0 Max II Seq # Ring Red Clearance 2 1 1 1 1 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 30 0 35 0 28 0 35 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 25 0 15 0 25 0 15 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
10 53 27 131 Advance Warning [1.1.9]
255 255 255 0 10 50 10 22 Ph Tm
10 53 27 1 0 0
0 0 0 0 0 0
8 International
Comm Ports [6.6]
*- 76.12B or newer
Port #: 5126
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:
2/29/2020 (JT)
International & Willow
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]
0 Phases
0 2
60 OFF Tone Disable ON
OFF AudioPedTime
TOD Dimming
10 RED
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
288
Aux Out #2
Aux Out #1
Channel Port Echo Mode
16 6
Baud Rate
38400
SP2 NONE 0 9600 6
SP8
JT
JT
Date Printed:
2/29/20

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
Willow
ID:

North
3 2016
AGENDA ITEM NO. 13.
[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 16 46 14 42 14 48 14 42 0 0
Closed Loop Crd-P X
External Mode NON MAX NON NON NON MAX 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: 288 International & Willow
0 0
9 0 0
8 PAGE 2
10 1
Date Printed:
2/29/2020
9 1 9
10 0 0 10
-
25 0 0 0 0 OFF
25 0 0 - -
- -
25 0
10 8 10
-
10 10 0
0 EndGRN
0 9 0
0 0 EndGRN - -
-
25 0 0 0 - -
0 X OFF
0 0 0 0 EndGRN - X OFF
0 0 0 EndGRN - -
6 10 25
- X OFF
0 0 0 0
-
X
0 EndGRN
-
-
-
0 -
-
-
0 0
0 0 0 0 X OFF
0 0 EndGRN - OFF
0 0 0 0
EndGRN
EndGRN
3 3
0 5 1 5 5 25
4 4 10 25
- X
X
1 10 25 0 0 0 0 0 0 - - OFF
0 EndGRN - X OFF
2 1 1 10 25 0 0 0 0 0
0 EndGRN - OFF
No Shortway Ø
1 0 0 1 1 -
-
-
2 2 10 25 0 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 0 0 0 0 0 0 BegGRN - - - - OFF
2017
AGENDA ITEM NO. 13.
[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
[2.1] Coord Modes+
[2.4] Patterns
No Shortway Ø
0 20 0 0 0 1
[2.7.1-24] Splits
0 0 0 1

SHRT/LNG - - - OFF

MAX INH
20 20 0 17 0 0 0 0 0 0 BegGRN -
0 0 0 1

CHANNEL - - - OFF
Coord Modes+ (Page 2)
21 21 0 17 0 0 0 0 0 0 BegGRN -
FIXED
21 0 0 0 1

OFF - - - OFF
OFF
22 22 0 17 0 0 0 0 0 0 BegGRN -
ON
22 0 0 0 1

OFF - - - OFF
P1256_INH
23 23 0 17 0 0 0 0 0 0 BegGRN -
OFF
23 0 0 1 25

OFF - - - OFF
ON
24 24 0 17 0 0 0 0 0 0 BegGRN -
OFF
24 Leave Walk - - OFF
TIMED
TIMED
26 0 0 0
25 0 25 0 17 0 0 0 0 0 0 BegGRN - -
- - - - OFF
International & Willow

27 0 0
1 26 26 0 17 0 0 0 0 0 0 BegGRN
0 0 0 0 0 0 - - - - OFF
28 0 0 0 1 28 0 0
0 1 27 27 0 17 BegGRN
Intersection
Name: 288
PAGE 3
ID:

Date Printed:
2/29/2020
30 29 0 0 0 1 0 17 0 0 0 0 0 0 BegGRN - - -
30 0 0 0 1 30
- OFF
- - OFF
29 29
28 0 17 0 0 0 0 BegGRN - -
- OFF
31 0 0 0 1 31 31 0
0 17 0 0 0 0 0 0 BegGRN - - -
0 BegGRN OFF
32 0 0 0 1 32 32 0 17
17 0 0 0 0 0 - - - -
0 0 0 0 0 0 BegGRN - - - - OFF
2018
AGENDA ITEM NO. 13.

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 16 46 14 42 14 48 14 42 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
[2.7.X.3] TSP Split Table [2.9.2.(1-8)] Strategy Tables 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
TimEstDep Ped Omits
TimSvcDes
TimEstDep
3 SvcPhases SvcPhases
SPLITS
Request Phs Omits Phs Omits
Strategy Ped Omits Ped Omits
TimSvcDes
TimEstDep
TimEstDep
4 6
Request

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

SPLITS SPLITS
Request
Strategy Strategy
TimSvcDes
2019
AGENDA ITEM NO. 13.

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 ON 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 ON 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 ON 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 ON 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 31 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 31 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 31 0 10 Exit Phases [3.#.2] Conflict Ped 0 0 0 0 0 0 0 0 6 0 10 60 6 0 31 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 5 0 0
D Conflict Olap 0 0 0 0 0 0 0 0 Red 1 4 0 0 0 0 4 4 7 0 0 Conflict Ped 0 0 0 0 0 0 0 0 1 OFF OFF OFF ON 0 5 0 0 0 0 5 1 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 3 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: 288 Name: International & Willow 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]
Lock Inhibit Green Ext Inh
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 2/29/2020
FYA MCE Disable
FYA Skip Red
FYA AfterPreempt
Dwell
3 4
5 NORMAL
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
FYA Skip Red Transit Input
FYA AfterPreempt
Pre 1 = RR1
Pre 2 = RR2
Pre 3 = EVA
Pre 4 = EVB
Pre 5 = EVC
Pre 6 = EVD
2020
AGENDA ITEM NO. 13.
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
C1-C11-ABC IO Mode: USER 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
C1-C11-ABC IO Mode: USER
Invert Rail Inputs: OFF
D-Conn Mapping:

Channel Type
CHANNEL SETTINGS [1.8.1]
288 International & Willow
Operand_1 Operand_3
No
Act
Max
Pres
Invert Rail Inputs:

EVP Ped Confirm
OFF
OFF
Row#
Result Timer
Det# Call
2/29/2020
----
----
----
PAGE 6
Prt Date:

Err
Cnt
Logic
Func
----
----
----
----
----
----
----
2021
AGENDA ITEM NO. 13.

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 NBL1 1 2 2I2U 2 0 0 0 0 0 0 0 255 2 - X - - - - X X 2 X X - 0 0 NORM 0 2 3 2I2L 2 0 0 2 0 0 0 0 255 3 X - - - - - X X 3 X X - 0 0 STOPB 0 3 4 2I3U 2 0 0 2 0 0 0 0 255 4 X - - - - - X X 4 X X - 0 0 STOPB 0 SBT3 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 SBT1 6 7 3I5U 3 0 0 0 0 0 0 0 255 7 X X - - - - X X 7 X X - 0 0 NORM 0 EBL1 7 8 4I6U 4 0 0 0 0 0 0 0 255 8 - X - - - - X X 8 X X - 0 0 NORM 0 8 9 4I6L 4 0 0 2 0 0 0 0 255 9 X - - - - - X X 9 X X - 0 0 STOPB 0 9 10 4I7U 4 0 0 2 0 0 0 0 255 10 X - - - - - X X 10 X X - 0 0 STOPB 0 10 11 4I7L 4 0 15 2 0 0 0 0 255 11 X - - - - - X X 11 X X - 0 0 STOPB 0 11 12 4I8U 4 0 0 2 0 0 0 0 255 12 X - - - - - X X 12 X X - 0 0 STOPB 0 WBT1 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 14 15 5J1U 5 0 0 0 0 0 0 0 255 15 X X - - - - X X 15 X X - 0 0 NORM 0 SBL1 15 16 6J2U 6 0 0 0 0 0 0 0 255 16 - X - - - - X X 16 X X - 0 0 NORM 0 16 17 6J2L 6 0 0 2 0 0 0 0 255 17 X - - - - - X X 17 X X - 0 0 STOPB 0 17 18 6J3U 6 0 0 2 0 0 0 0 255 18 X - - - - - X X 18 X X - 0 0 STOPB 0 NBT3 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 NBT1 20 21 7J5U 7 0 0 0 0 0 0 0 255 21 X X - - - - X X 21 X X - 0 0 NORM 0 WBL1 21 22 8J6U 8 0 0 0 0 0 0 0 255 22 - X - - - - X X 22 X X - 0 0 NORM 0 22 23 8J6L 8 0 0 2 0 0 0 0 255 23 X - - - - - X X 23 X X - 0 0 STOPB 0 23 24 8J7U 8 0 0 2 0 0 0 0 255 24 X - - - - - X X 24 X X - 0 0 STOPB 0 EBT3 24 25 8J7L 8 0 15 2 0 0 0 0 255 25 X - - - - - X X 25 X X - 0 0 STOPB 0 EBR1 25 26 8J8U 8 0 0 2 0 0 0 0 255 26 X - - - - - X X 26 X X - 0 0 STOPB 0 EBT1 26 27 5J9U 5 0 0 0 0 0 0 0 255 27 X X - - - - X X 27 X X - 0 0 NORM 0 27 28 7J9L 7 0 0 0 0 0 0 0 255 28 X X - - - - X X 28 X X - 0 0 NORM 0 28 29 2I11U 2 0 0 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 6 0 0 2 0 0 0 0 255 31 X - - - - - X X 31 X X - 0 0 STOPB 0 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 NBL2 33 34 2I4L 2 0 0 2 0 0 0 0 255 34 X - - - - - X X 34 X X - 0 0 STOPB 0 SBT2 34 35 3I5L 3 0 0 0 0 0 0 0 255 35 X X - - - - X X 35 X X - 0 0 NORM 0 EBL2 35 36 4I8L 4 0 10 2 0 0 0 0 255 36 X - - - - - X X 36 X X - 0 0 STOPB 0 WBR1 36 37 5J1L 5 0 0 0 0 0 0 0 255 37 X X - - - - X X 37 X X - 0 0 NORM 0 SBL2 37 38 6J4L 6 0 0 2 0 0 0 0 255 38 X - - - - - X X 38 X X - 0 0 STOPB 0 NBT2 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 EBT2 40 41 4I10U 2 0 0 0 0 0 0 0 255 41 - X - - - - X X 41 X X - 0 0 NORM 0 41 42 4I10L 2 0 0 0 0 0 0 0 255 42 - X - - - - X X 42 X X - 0 0 NORM 0 42 43 8J10U 6 0 0 0 0 0 0 0 255 43 - X - - - - X X 43 X X - 0 0 NORM 0 43 44 8J10L 6 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
Only
Dlay
Occupancy
Ext Que Call Ext Que occ vol
ID: 288 .

Name: International & Willow Vol/Occ Period 2/29/2020 PAGE 7 2022
AGENDA ITEM NO. 13.

Alt# 1 Times Table [1.1.6.1] Alt# 2 Options Table [1.1.6.2] Column#... ->12345678 Column # ->12345678
Assign Ø00000000 Assign Ø00000000
12345678
Min Grn
00000000 Lock Calls--------
1 00000 Off DFT
Gap, Ext
00000000 Soft Recall--------
2 0000
0 Off DFT
Max 1
00000000 Dual Enrty--------
3 0000
0 Off DFT
Max 2
00000000 Enabl SimGap--------
4 0000
0 Off DFT
Yel Clr
00000000 Gaur Passage--------
5 0000
0 Off DFT
Red Clr
00000000 Rest In Walk--------
6 0000
0 Off DFT
Walk
00000000 Cond Service--------
7 0000
0 Off DFT
Ped Clr
00000000 Reservice--------
8 0000
0 Off DFT
Alt# 2 Times Table [1.1.6.1] Non-Act 1--------
9 0000
0 Off DFT
Column#... ->12345678 Red Rest-------- 100000
0 Off DFT
Assign Ø00000000 Max2-------- 110000
0 Off DFT
Min Grn
00000000 Ped Delay-------- 120000
0 Off DFT
Gap, Ext
00000000 Conflicting Ø100000000 130000
0 Off DFT
Max 1
00000000 140000
0 Off DFT
Max 2
00000000 Alt# 3 Options Table [1.1.6.2] 150000
0 Off DFT
Yel Clr
00000000 Column # ->12345678 160000
0 Off DFT
Red Clr
00000000 Assign Ø00000000 170000
0 Off DFT
Walk
00000000 Lock Calls-------- 180000
0 Off DFT
Ped Clr
00000000 Soft Recall-------- 190000
0 Off DFT
Dual Enrty-------- 200000
0 Off DFT
Alt# 3 Times Table [1.1.6.1] Enabl SimGap-------- 210000 0 Off DFT
Column#... ->12345678 Gaur Passage-------- 220000
0 Off DFT
Assign Ø00000000 Rest In Walk-------- 230000
0 Off DFT
Min Grn
00000000 Cond Service-------- 240000
0 Off DFT
Gap, Ext
00000000 Reservice--------
Max 1
00000000 Non-Act 1-------- Time Base Parameters [4.6]
Max 2
00000000 Red Rest--------
Yel Clr
00000000 Max2--------
Red Clr
00000000 Ped Delay--------
-
Walk
00000000 Conflicting Ø100000000 Mon
Ped Clr
00000000
3 Alt# 4 Options Table [1.1.6.2] 11
Alt# 1 Options Table [1.1.6.2] Column # ->12345678
Column # ->12345678 Assign Ø00000000
Assign Ø00000000 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 Ø100000000 ID:

Conflicting Ø1
00000000
1 288
NAME: International & Willow
2/29/2020
PAGE 8
Alternate Tables [2.6]
Pat# POpt PTime DetGrp Call/Inh
Olp Off
ASC CNA1 Max2 Dia
GMT Offset
Daylight Savings Time ENABLE
Time Base Sync Ref0
Daylight Savings
8 Week
Spring
Fall
2 NOTE: % and MI
parameters are not used
and are not shown
above.
2023
AGENDA ITEM NO. 13.

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. 288 NAME: International & Willow
10 4
5 6
7 8
9 3
Month
1 2
3 4
1 1
1 2024
AGENDA ITEM NO. 13.
# 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

OFF ---TSP---
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
2/29/2020
Pattern Events:

Local Txmt Alarms:

Reassign User Alarm #1 In (5):
288
Reassign User Alarm #2 In (6):

Preempt Events:

Name: International & Willow
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
2025
AGENDA ITEM NO. 13.

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
288
C-11 INPUTS
Date Printed: Page 11 2/29/2020
ID:

NAME: International & Willow
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
2026
AGENDA ITEM NO. 13.
"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 2/4 Ph 2 Ph 2 Ph 6 FLASH Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&Ext 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 T10-5&6 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 C11-23 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 41 Det 29 NBL1 SB Far SB Mid SBT1 EBL1 WB Far WB Mid WBT1 NBLt Bk BIKE Ph 1 Ph 2 Ph 2 Ph 2 Ph 3 Ph 4 Ph 4 Ph 4 Ph 3 Ph 2/4 Ph 4 Ph 4 Ph 8 STOP Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Ext Call&Ext 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 T10-7&8 T8-2 T8-5 T8-8 T8-11 C11-15 C1-43 C1-76 C11-16 C11-17 C1-45 C1-78 C11-18 C1-62 C11-24 C1-53 C1-69 C1-70 C1-82 Det 33 Det 3 Det 5 Det 34 Det 35 Det 9 Det 11 Det 36 Det 14 Det 42 Det 30 NBL2 SB Bk SBRt SBT2 EBL2 WB Bk 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 6/8 Ph 6 EMER A EMER B RR1 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&Ext 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 T10-9&10 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 C11-25 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 43 Det 31 SBL1 NB Far NB Mid NBT1 WBL1 EB Far EB Mid EBT1 SBLt Bk BIKE Ph 5 Ph 6 Ph 6 Ph 6 Ph 7 Ph 8 Ph 8 Ph 8 Ph 7 Ph 6/8 Ph 8 EMER C EMER D RR2 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext EXT Call&Ext 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 T10-11&12 T9-2 T9-7 T9-8 T9-11 C11-19 C1-44 C1-77 C11-20 C11-21 C1-46 C1-79 C11-22 C1-61 C11-26 C1-75 C1-73 C1-74 C1-52 Det 37 Det 17 Det 19 Det 38 Det 39 Det 23 Det 25 Det 40 Det 28 Det 44 Det 32 SBL2 NB Bk NBRt NBT2 WBL2 EB Bk EBRt EBT2 WBLt Bk BIKE
COMMENTS:

Page 12 ends

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

LOCATION:

DETECTOR ASSIGNMENTS ISOLATORS
U
P
P
E
R
International & Willow
288
2027
AGENDA ITEM NO. 13.

ID: 288 NAME: International & Willow
DATE ATMS or

CABINET BY
2/29/2020

ATMS JT

CHANGES MADE

TIMING UPDATES AND MODIFICATIONS
Updated All Red Start from 4 to 6 seconds. Updated timing calculations, FDW, & detector attributes. Also, removed coordination data.

Page 132028 ends

AGENDA ITEM NO. 13.

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 5.8 2 5.1 2 5.8 2 3.5 0 0 PedClr Thru Yel
Max 1 20 45 20 30 20 45 20 30 0 0 SkipRed-NoCall
Max 2 12 35 12 20 12 35 12 20 0 0 Red Rest
Yel Clearance 4.3 4.7 5.2 5.5 4.3 4.7 3.6 5.5 0 0 Max II Seq # Ring Red Clearance 1 1 1 1 1 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 32 0 38 0 30 0 36 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 25 0 15 0 25 0 15 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
10 53 26 131 Advance Warning [1.1.9]
255 255 255 0 10 50 10 22 Ph Tm
10 53 26 1 0 0
0 0 0 0 0 0
8 Behymer
Comm Ports [6.6]
*- 76.12B or newer
Port #: 5126
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:
2/29/2020 (JT)
Behymer & Willow
Movement NL ST EL WT SL NT WL ET

Gateway:

RED
ATMS
SG
Configuration: Standard File
12 9
8 11
NAME:
13 Date Installed / By:
9600
285
Aux Out #2
Aux Out #1
Channel Port Echo Mode
16 6
Baud Rate
38400
SP2 NONE 0 9600 6
SP8
JT
JT
Date Printed:
2/28/20

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
Willow
ID:

North
3 2029
AGENDA ITEM NO. 13.
[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: 285
Behymer & Willow
0 0
9 0 0
8 PAGE 2
10 1
Date Printed:
2/28/2020
9 1 9
10 0 0 10
-
25 0 0 0 0 OFF
25 0 0 - -
- -
25 0
10 8 10
-
10 10 0
0 EndGRN
0 9 0
0 0 EndGRN - -
-
25 0 0 0 - -
0 X OFF
0 0 0 0 EndGRN - X OFF
0 0 0 EndGRN - -
6 10 25
- X OFF
0 0 0 0
-
X
0 EndGRN
-
-
-
0 -
-
-
0 0
0 0 0 0 X OFF
0 0 EndGRN - OFF
0 0 0 0
EndGRN
EndGRN
3 3
0 5 1 5 5 25
4 4 10 25
- X
X
1 10 25 0 0 0 0 0 0 - - OFF
0 EndGRN - X OFF
2 1 1 10 25 0 0 0 0 0
0 EndGRN - OFF
No Shortway Ø
1 0 0 1 1 -
-
-
2 2 10 25 0 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 0 0 0 0 0 0 BegGRN - - - - OFF
2030
AGENDA ITEM NO. 13.
[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
[2.1] Coord Modes+
[2.4] Patterns
No Shortway Ø
0 20 0 0 0 1
[2.7.1-24] Splits
0 0 0 1

SHRT/LNG - - - OFF

MAX INH
20 20 0 17 0 0 0 0 0 0 BegGRN -
0 0 0 1

CHANNEL - - - OFF
Coord Modes+ (Page 2)
21 21 0 17 0 0 0 0 0 0 BegGRN -
FIXED
21 0 0 0 1

OFF - - - OFF
OFF
22 22 0 17 0 0 0 0 0 0 BegGRN -
ON
22 0 0 0 1

OFF - - - OFF
P1256_INH
23 23 0 17 0 0 0 0 0 0 BegGRN -
OFF
23 0 0 1 25

OFF - - - OFF
ON
24 24 0 17 0 0 0 0 0 0 BegGRN -
OFF
24 Leave Walk - - OFF
TIMED
TIMED
26 0 0 0
25 0 25 0 17 0 0 0 0 0 0 BegGRN - -
- - - - OFF
Behymer & Willow

27 0 0
1 26 26 0 17 0 0 0 0 0 0 BegGRN
0 0 0 0 0 0 - - - - OFF
28 0 0 0 1 28 0 0
0 1 27 27 0 17 BegGRN
Intersection
Name: 285
PAGE 3
ID:

Date Printed:
2/28/2020
30 29 0 0 0 1 0 17 0 0 0 0 0 0 BegGRN - - -
30 0 0 0 1 30
- OFF
- - OFF
29 29
28 0 17 0 0 0 0 BegGRN - -
- OFF
31 0 0 0 1 31 31 0
0 17 0 0 0 0 0 0 BegGRN - - -
0 BegGRN OFF
32 0 0 0 1 32 32 0 17
17 0 0 0 0 0 - - - -
0 0 0 0 0 0 BegGRN - - - - OFF
2031
AGENDA ITEM NO. 13.

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
[2.7.X.3] TSP Split Table [2.9.2.(1-8)] Strategy Tables 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
TimEstDep Ped Omits
TimSvcDes
TimEstDep
3 SvcPhases SvcPhases
SPLITS
Request Phs Omits Phs Omits
Strategy Ped Omits Ped Omits
TimSvcDes
TimEstDep
TimEstDep
4 6
Request

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

SPLITS SPLITS
Request
Strategy Strategy
TimSvcDes
2032
AGENDA ITEM NO. 13.

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 ON 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 ON 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 ON 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 ON 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 33 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 33 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 33 0 10 Exit Phases [3.#.2] Conflict Ped 0 0 0 0 0 0 0 0 6 0 10 60 6 0 33 0 10 Pre # No.

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: 285 Name: Behymer & Willow Date Printed:

Page 5 ends

Exit Phase
Dwell
5 Dwell
6 Dwell
Phases
Dwell
3 Dwell
4 2/28/2020
FYA MCE Disable
FYA Skip Red
FYA AfterPreempt
Dwell
3 4
5 NORMAL
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
FYA Skip Red Transit Input
FYA AfterPreempt
Pre 1 = RR1
Pre 2 = RR2
Pre 3 = EVA
Pre 4 = EVB
Pre 5 = EVC
Pre 6 = EVD
2033
AGENDA ITEM NO. 13.
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

T & F BIU Mapping
NONE

DEFAULT
C1-C11-ABC IO Mode: USER Olap Ovrd
Chan Settings [1.8.2]
Channel
Phase / Olap #
Channel Flash
Override Type

Page 1 ends

Channel Type
CHANNEL SETTINGS [1.8.1]
285 Behymer & Willow
Operand_1 Operand_3
No
Act
Max
Pres
Invert Rail Inputs:

EVP Ped Confirm
OFF
OFF
Row#
Result Timer
Det# Call
2/28/2020
----
----
----
PAGE 6
Prt Date:

Err
Cnt
Logic
Func
----
----
----
----
----
----
----
2034
AGENDA ITEM NO. 13.

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 NBL1 1 2 2I2U 2 0 0 0 0 0 0 0 255 2 - X - - - - X X 2 X X - 0 0 NORM 0 2 3 2I2L 2 0 0 2 0 0 0 0 255 3 X - - - - - X X 3 X X - 0 0 STOPB 0 3 4 2I3U 2 0 0 2 0 0 0 0 255 4 X - - - - - X X 4 X X - 0 0 STOPB 0 SBT3 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 SBT1 6 7 3I5U 3 0 0 0 0 0 0 0 255 7 X X - - - - X X 7 X X - 0 0 NORM 0 EBL1 7 8 4I6U 4 0 0 0 0 0 0 0 255 8 - X - - - - X X 8 X X - 0 0 NORM 0 8 9 4I6L 4 0 10 2 0 0 0 0 255 9 X - - - - - X X 9 X X - 0 0 STOPB 0 9 10 4I7U 4 0 0 2 0 0 0 0 255 10 X - - - - - X X 10 X X - 0 0 STOPB 0 10 11 4I7L 4 0 15 2 0 0 0 0 255 11 X - - - - - X X 11 X X - 0 0 STOPB 0 11 12 4I8U 4 0 0 2 0 0 0 0 255 12 X - - - - - X X 12 X X - 0 0 STOPB 0 WBT1 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 14 15 5J1U 5 0 0 0 0 0 0 0 255 15 X X - - - - X X 15 X X - 0 0 NORM 0 SBL1 15 16 6J2U 6 0 0 0 0 0 0 0 255 16 - X - - - - X X 16 X X - 0 0 NORM 0 16 17 6J2L 6 0 0 2 0 0 0 0 255 17 X - - - - - X X 17 X X - 0 0 STOPB 0 17 18 6J3U 6 0 0 2 0 0 0 0 255 18 X - - - - - X X 18 X X - 0 0 STOPB 0 NBT3 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 NBT1 20 21 7J5U 7 0 0 0 0 0 0 0 255 21 X X - - - - X X 21 X X - 0 0 NORM 0 WBL1 21 22 8J6U 8 0 0 0 0 0 0 0 255 22 - X - - - - X X 22 X X - 0 0 NORM 0 22 23 8J6L 8 0 0 2 0 0 0 0 255 23 X - - - - - X X 23 X X - 0 0 STOPB 0 23 24 8J7U 8 0 0 2 0 0 0 0 255 24 X - - - - - X X 24 X X - 0 0 STOPB 0 EBT3 24 25 8J7L 8 0 15 2 0 0 0 0 255 25 X - - - - - X X 25 X X - 0 0 STOPB 0 EBR1 25 26 8J8U 8 0 0 2 0 0 0 0 255 26 X - - - - - X X 26 X X - 0 0 STOPB 0 EBT1 26 27 5J9U 5 0 0 0 0 0 0 0 255 27 X X - - - - X X 27 X X - 0 0 NORM 0 27 28 7J9L 7 0 0 0 0 0 0 0 255 28 X X - - - - X X 28 X X - 0 0 NORM 0 28 29 2I11U 2 0 0 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 6 0 0 2 0 0 0 0 255 31 X - - - - - X X 31 X X - 0 0 STOPB 0 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 NBL2 33 34 2I4L 2 0 0 2 0 0 0 0 255 34 X - - - - - X X 34 X X - 0 0 STOPB 0 SBT2 34 35 3I5L 3 0 0 0 0 0 0 0 255 35 X X - - - - X X 35 X X - 0 0 NORM 0 EBL2 35 36 4I8L 4 0 15 2 0 0 0 0 255 36 X - - - - - X X 36 X X - 0 0 STOPB 0 WBR1 36 37 5J1L 5 0 0 0 0 0 0 0 255 37 X X - - - - X X 37 X X - 0 0 NORM 0 SBL2 37 38 6J4L 6 0 0 2 0 0 0 0 255 38 X - - - - - X X 38 X X - 0 0 STOPB 0 NBT2 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 EBT2 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
Only
Dlay
Occupancy
Ext Que Call Ext Que occ vol
ID: 285 .

Name: Behymer & Willow Vol/Occ Period 2/28/2020 PAGE 7
2035
AGENDA ITEM NO. 13.

Conflicting Ø1
00000000
1 285
NAME: Behymer & Willow
2/28/2020
PAGE 8
Alternate Tables [2.6]
Pat# POpt PTime DetGrp Call/Inh
Olp Off
ASC CNA1 Max2 Dia
GMT Offset
Daylight Savings Time ENABLE
Time Base Sync Ref0
Daylight Savings
8 Week
Spring
Fall
2 NOTE: % and MI
parameters are not used
and are not shown
above.
2036
AGENDA ITEM NO. 13.

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 - - - 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. 285 NAME: Behymer & Willow
10 4
5 6
7 8
9 3
Month
1 2
3 4
1 1
1 2037
AGENDA ITEM NO. 13.
# 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

OFF ---TSP---
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
2/28/2020
Pattern Events:

Local Txmt Alarms:

Reassign User Alarm #1 In (5):
285
Reassign User Alarm #2 In (6):

Preempt Events:

Name: Behymer & Willow
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
2038
AGENDA ITEM NO. 13.

NAME: Behymer & Willow
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
2039
AGENDA ITEM NO. 13.
"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 2/4 Ph 2 Ph 2 Ph 6 FLASH Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&Ext 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 T10-5&6 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 C11-23 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 41 Det 29 NBL1 SB Far SB Mid SBT1 EBL1 WB Far WB Mid WBT1 NBLt Bk BIKE Ph 1 Ph 2 Ph 2 Ph 2 Ph 3 Ph 4 Ph 4 Ph 4 Ph 3 Ph 2/4 Ph 4 Ph 4 Ph 8 STOP Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Ext Call&Ext 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 T10-7&8 T8-2 T8-5 T8-8 T8-11 C11-15 C1-43 C1-76 C11-16 C11-17 C1-45 C1-78 C11-18 C1-62 C11-24 C1-53 C1-69 C1-70 C1-82 Det 33 Det 3 Det 5 Det 34 Det 35 Det 9 Det 11 Det 36 Det 14 Det 42 Det 30 NBL2 SB Bk SBRt SBT2 EBL2 WB Bk 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 6/8 Ph 6 EMER A EMER B RR1 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&Ext 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 T10-9&10 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 C11-25 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 43 Det 31 SBL1 NB Far NB Mid NBT1 WBL1 EB Far EB Mid EBT1 SBLt Bk BIKE Ph 5 Ph 6 Ph 6 Ph 6 Ph 7 Ph 8 Ph 8 Ph 8 Ph 7 Ph 6/8 Ph 8 EMER C EMER D RR2 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext EXT Call&Ext 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 T10-11&12 T9-2 T9-7 T9-8 T9-11 C11-19 C1-44 C1-77 C11-20 C11-21 C1-46 C1-79 C11-22 C1-61 C11-26 C1-75 C1-73 C1-74 C1-52 Det 37 Det 17 Det 19 Det 38 Det 39 Det 23 Det 25 Det 40 Det 28 Det 44 Det 32 SBL2 NB Bk NBRt NBT2 WBL2 EB Bk EBRt EBT2 WBLt Bk BIKE
COMMENTS:

Page 12 ends

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

LOCATION:

DETECTOR ASSIGNMENTS ISOLATORS
U
P
P
E
R
Behymer & Willow
285
2040
AGENDA ITEM NO. 13.

ID: 285 NAME: Behymer & Willow
DATE ATMS or

CABINET BY
2/28/2020 ATMS JT

CHANGES MADE

TIMING UPDATES AND MODIFICATIONS
Updated All Red Start from 4 to 6 seconds. Updated timing calculations, FDW, and detector attributes.

Page 132041 ends

AGENDA ITEM NO. 13.

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 5.8 2 3.9 2 5.8 2 5.2 0 0 PedClr Thru Yel
Max 1 25 35 25 25 25 35 25 25 0 0 SkipRed-NoCall
Max 2 17 25 17 15 17 25 17 15 0 0 Red Rest
Yel Clearance 4.3 4.7 3.6 5.2 4.3 4.7 4.8 5.2 0 0 Max II Seq # Ring Red Clearance 2 1 2 1 2 1 2 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 30 0 34 0 29 0 36 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 60 0 0 0 60 0 0 0 0 2 6 5 8 7 0 0
Max Step 0 10 0 0 0 10 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
10 53 24 131 Advance Warning [1.1.9]
255 255 255 0 10 50 10 22 Ph Tm
10 53 24 1 0 0
3 0 0 0 0 0 0
8 Shepherd
Comm Ports [6.6]
*- 76.12B or newer
Port #: 5125
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:
2/22/2020 (JT)
Shepherd & Willow
Movement NL ST EL WT SL NT WL ET

Gateway:

RED
ATMS
SG
Configuration: Standard File
12 9
8 11
NAME:
13 Date Installed / By:
9600
283
Aux Out #2
Aux Out #1
Channel Port Echo Mode
16 6
Baud Rate
38400
SP2 NONE 0 9600 6
SP8
JT
JT
Date Printed:
2/22/20

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
Willow
ID:

North
2042
AGENDA ITEM NO. 13.
[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: 283
Shepherd & Willow
0 0
9 0 0
8 PAGE 2
10 1
Date Printed:
2/22/2020
9 1 9
10 0 0 10
-
25 0 0 0 0 OFF
25 0 0 - -
- -
25 0
10 8 10
-
10 10 0
0 EndGRN
0 9 0
0 0 EndGRN - -
-
25 0 0 0 - -
0 X OFF
0 0 0 0 EndGRN - X OFF
0 0 0 EndGRN - -
6 10 25
- X OFF
0 0 0 0
-
X
0 EndGRN
-
-
-
0 -
-
-
0 0
0 0 0 0 X OFF
0 0 EndGRN - OFF
0 0 0 0
EndGRN
EndGRN
3 3
0 5 1 5 5 25
4 4 10 25
- X
X
1 10 25 0 0 0 0 0 0 - - OFF
0 EndGRN - X OFF
2 1 1 10 25 0 0 0 0 0
0 EndGRN - OFF
No Shortway Ø
1 0 0 1 1 -
-
-
2 2 10 25 0 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 0 0 0 0 0 0 BegGRN - - - - OFF
2043
AGENDA ITEM NO. 13.
[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
[2.1] Coord Modes+
[2.4] Patterns
No Shortway Ø
0 20 0 0 0 1
[2.7.1-24] Splits
0 0 0 1

SHRT/LNG - - - OFF

MAX INH
20 20 0 17 0 0 0 0 0 0 BegGRN -
0 0 0 1

CHANNEL - - - OFF
Coord Modes+ (Page 2)
21 21 0 17 0 0 0 0 0 0 BegGRN -
FIXED
21 0 0 0 1

OFF - - - OFF
OFF
22 22 0 17 0 0 0 0 0 0 BegGRN -
ON
22 0 0 0 1

OFF - - - OFF
P1256_INH
23 23 0 17 0 0 0 0 0 0 BegGRN -
OFF
23 0 0 1 25

OFF - - - OFF
ON
24 24 0 17 0 0 0 0 0 0 BegGRN -
OFF
24 Leave Walk - - OFF
TIMED
TIMED
26 0 0 0
25 0 25 0 17 0 0 0 0 0 0 BegGRN - -
- - - - OFF
Shepherd & Willow

27 0 0
1 26 26 0 17 0 0 0 0 0 0 BegGRN
0 0 0 0 0 0 - - - - OFF
28 0 0 0 1 28 0 0
0 1 27 27 0 17 BegGRN
Intersection
Name: 283
PAGE 3
ID:

Date Printed:
2/22/2020
30 29 0 0 0 1 0 17 0 0 0 0 0 0 BegGRN - - -
30 0 0 0 1 30
- OFF
- - OFF
29 29
28 0 17 0 0 0 0 BegGRN - -
- OFF
31 0 0 0 1 31 31 0
0 17 0 0 0 0 0 0 BegGRN - - -
0 BegGRN OFF
32 0 0 0 1 32 32 0 17
17 0 0 0 0 0 - - - -
0 0 0 0 0 0 BegGRN - - - - OFF
2044
AGENDA ITEM NO. 13.

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
[2.7.X.3] TSP Split Table [2.9.2.(1-8)] Strategy Tables 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
TimEstDep Ped Omits
TimSvcDes
TimEstDep
3 SvcPhases SvcPhases
SPLITS
Request Phs Omits Phs Omits
Strategy Ped Omits Ped Omits
TimSvcDes
TimEstDep
TimEstDep
4 6
Request

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

SPLITS SPLITS
Request
Strategy Strategy
TimSvcDes
2045
AGENDA ITEM NO. 13.

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 ON 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 ON 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 ON 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 ON 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 32 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 32 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 32 0 10 Exit Phases [3.#.2] Conflict Ped 0 0 0 0 0 0 0 0 6 0 10 60 6 0 32 0 10 Pre # No.

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: 283 Name: Shepherd & Willow Date Printed:

Page 5 ends

Exit Phase
Dwell
5 Dwell
6 Dwell
Phases
Dwell
3 Dwell
4 2/22/2020
FYA MCE Disable
FYA Skip Red
FYA AfterPreempt
Dwell
3 4
5 NORMAL
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
FYA Skip Red Transit Input
FYA AfterPreempt
Pre 1 = RR1
Pre 2 = RR2
Pre 3 = EVA
Pre 4 = EVB
Pre 5 = EVC
Pre 6 = EVD
2046
AGENDA ITEM NO. 13.
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

T & F BIU Mapping
NONE

DEFAULT
C1-C11-ABC IO Mode: USER Olap Ovrd
Chan Settings [1.8.2]
Channel
Phase / Olap #
Channel Flash
Override Type

Page 1 ends

Channel Type
CHANNEL SETTINGS [1.8.1]
283 Shepherd & Willow
Operand_1 Operand_3
No
Act
Max
Pres
Invert Rail Inputs:

EVP Ped Confirm
OFF
OFF
Row#
Result Timer
Det# Call
2/22/2020
----
----
----
PAGE 6
Prt Date:

Err
Cnt
Logic
Func
----
----
----
----
----
----
----
2047
AGENDA ITEM NO. 13.

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 NBL1 1 2 2I2U 2 0 0 0 0 0 0 0 255 2 - X - - - - X X 2 X X - 0 0 NORM 0 2 3 2I2L 2 0 0 2 0 0 0 0 255 3 X - - - - - X X 3 X X - 0 0 STOPB 0 3 4 2I3U 2 0 0 2 0 0 0 0 255 4 X - - - - - X X 4 X X - 0 0 STOPB 0 SBT3 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 SBT1 6 7 3I5U 3 0 0 0 0 0 0 0 255 7 X X - - - - X X 7 X X - 0 0 NORM 0 EBL1 7 8 4I6U 4 0 0 0 0 0 0 0 255 8 - X - - - - X X 8 X X - 0 0 NORM 0 8 9 4I6L 4 0 0 2 0 0 0 0 255 9 X - - - - - X X 9 X X - 0 0 STOPB 0 9 10 4I7U 4 0 0 2 0 0 0 0 255 10 X - - - - - X X 10 X X - 0 0 STOPB 0 WBT3 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 WBT1 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 14 15 5J1U 5 0 0 0 0 0 0 0 255 15 X X - - - - X X 15 X X - 0 0 NORM 0 SBL1 15 16 6J2U 6 0 0 0 0 0 0 0 255 16 - X - - - - X X 16 X X - 0 0 NORM 0 16 17 6J2L 6 0 0 2 0 0 0 0 255 17 X - - - - - X X 17 X X - 0 0 STOPB 0 17 18 6J3U 6 0 0 2 0 0 0 0 255 18 X - - - - - X X 18 X X - 0 0 STOPB 0 NBT3 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 NBT1 20 21 7J5U 7 0 0 0 0 0 0 0 255 21 X X - - - - X X 21 X X - 0 0 NORM 0 WBL1 21 22 8J6U 8 0 0 0 0 0 0 0 255 22 - X - - - - X X 22 X X - 0 0 NORM 0 22 23 8J6L 8 0 0 2 0 0 0 0 255 23 X - - - - - X X 23 X X - 0 0 STOPB 0 23 24 8J7U 8 0 0 2 0 0 0 0 255 24 X - - - - - X X 24 X X - 0 0 STOPB 0 EBT3 24 25 8J7L 8 0 15 2 0 0 0 0 255 25 X - - - - - X X 25 X X - 0 0 STOPB 0 EBR1 25 26 8J8U 8 0 0 2 0 0 0 0 255 26 X - - - - - X X 26 X X - 0 0 STOPB 0 EBT1 26 27 5J9U 5 0 0 0 0 0 0 0 255 27 X X - - - - X X 27 X X - 0 0 NORM 0 27 28 7J9L 7 0 0 0 0 0 0 0 255 28 X X - - - - X X 28 X X - 0 0 NORM 0 28 29 2I11U 2 0 0 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 6 0 0 2 0 0 0 0 255 31 X - - - - - X X 31 X X - 0 0 STOPB 0 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 NBL2 33 34 2I4L 2 0 0 2 0 0 0 0 255 34 X - - - - - X X 34 X X - 0 0 STOPB 0 SBT2 34 35 3I5L 3 0 0 0 0 0 0 0 255 35 X X - - - - X X 35 X X - 0 0 NORM 0 EBL2 35 36 4I8L 4 0 0 2 0 0 0 0 255 36 X - - - - - X X 36 X X - 0 0 STOPB 0 WBT2 36 37 5J1L 5 0 0 0 0 0 0 0 255 37 X X - - - - X X 37 X X - 0 0 NORM 0 SBL2 37 38 6J4L 6 0 0 2 0 0 0 0 255 38 X - - - - - X X 38 X X - 0 0 STOPB 0 NBT2 38 39 7J5L 7 0 0 0 0 0 0 0 255 39 X X - - - - X X 39 X X - 0 0 NORM 0 WBL2 39 40 8J8L 8 0 0 2 0 0 0 0 255 40 X - - - - - X X 40 X X - 0 0 STOPB 0 EBT2 40 41 4I10U 2 0 0 0 0 0 0 0 255 41 - X - - - - X X 41 X X - 0 0 NORM 0 41 42 4I10L 2 0 0 0 0 0 0 0 255 42 - X - - - - X X 42 X X - 0 0 NORM 0 42 43 8J10U 6 0 0 0 0 0 0 0 255 43 - X - - - - X X 43 X X - 0 0 NORM 0 43 44 8J10L 6 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
Only
Dlay
Occupancy
Ext Que Call Ext Que occ vol
ID: 283 .

Name: Shepherd & Willow Vol/Occ Period 2/22/2020 PAGE 7 2048
AGENDA ITEM NO. 13.

Conflicting Ø1
00000000
1 283
NAME: Shepherd & Willow
2/22/2020
PAGE 8
Alternate Tables [2.6]
Pat# POpt PTime DetGrp Call/Inh
Olp Off
ASC CNA1 Max2 Dia
GMT Offset
Daylight Savings Time ENABLE
Time Base Sync Ref0
Daylight Savings
8 Week
Spring
Fall
2 NOTE: % and MI
parameters are not used
and are not shown
above.
2049
AGENDA ITEM NO. 13.

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 - - - 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. 283 NAME: Shepherd & Willow
10 4
5 6
7 8
9 3
Month
1 2
3 4
1 1
1 2050
AGENDA ITEM NO. 13.
# 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

OFF ---TSP---
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
2/22/2020
Pattern Events:

Local Txmt Alarms:

Reassign User Alarm #1 In (5):
283
Reassign User Alarm #2 In (6):

Preempt Events:

Name: Shepherd & Willow
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
2051
AGENDA ITEM NO. 13.

NAME: Shepherd & Willow
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
2052
AGENDA ITEM NO. 13.
"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 2/4 Ph 2 Ph 2 Ph 6 FLASH Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&Ext 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 T10-5&6 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 C11-23 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 41 Det 29 NBL1 SB Far SB Mid SBT1 EBL1 WB Far WB Mid WBT1 NBLt Bk BIKE Ph 1 Ph 2 Ph 2 Ph 2 Ph 3 Ph 4 Ph 4 Ph 4 Ph 3 Ph 2/4 Ph 4 Ph 4 Ph 8 STOP Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Ext Call&Ext 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 T10-7&8 T8-2 T8-5 T8-8 T8-11 C11-15 C1-43 C1-76 C11-16 C11-17 C1-45 C1-78 C11-18 C1-62 C11-24 C1-53 C1-69 C1-70 C1-82 Det 33 Det 3 Det 5 Det 34 Det 35 Det 9 Det 11 Det 36 Det 14 Det 42 Det 30 NBL2 SB Bk SBRt SBT2 EBL2 WB Bk 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 6/8 Ph 6 EMER A EMER B RR1 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&TP3 Call&TP3 Call&Ext Ext Call&Ext 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 T10-9&10 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 C11-25 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 43 Det 31 SBL1 NB Far NB Mid NBT1 WBL1 EB Far EB Mid EBT1 SBLt Bk BIKE Ph 5 Ph 6 Ph 6 Ph 6 Ph 7 Ph 8 Ph 8 Ph 8 Ph 7 Ph 6/8 Ph 8 EMER C EMER D RR2 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext Call&TP3 Call&Ext EXT Call&Ext 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 T10-11&12 T9-2 T9-7 T9-8 T9-11 C11-19 C1-44 C1-77 C11-20 C11-21 C1-46 C1-79 C11-22 C1-61 C11-26 C1-75 C1-73 C1-74 C1-52 Det 37 Det 17 Det 19 Det 38 Det 39 Det 23 Det 25 Det 40 Det 28 Det 44 Det 32 SBL2 NB Bk NBRt NBT2 WBL2 EB Bk EBRt EBT2 WBLt Bk BIKE
COMMENTS:

Page 12 ends

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

LOCATION:

DETECTOR ASSIGNMENTS ISOLATORS
U
P
P
E
R
Shepherd & Willow
283
2053
AGENDA ITEM NO. 13.

ID: 283 NAME: Shepherd & Willow
DATE ATMS or

CABINET BY
2/22/2020

CHANGES MADE

TIMING UPDATES AND MODIFICATIONS
Made minor changes to timing calculations and updated detector attributes. Set intersection back to 8 phase operation from Split Phase operations due to construction.

Page 132054 ends

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2133
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T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T

CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)

APPENDIX D

VOLUME DEVELOPMENT WORKSHEETS
2134
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
1 Willow Avenue/International Avenue
NBL 349 15 364 111 10 121
NBT 293 12 305 366 8 374
NBR 14 0 14 12 0 12
SBL 62 0 62 19 0 19
SBT 430 4 434 252 14 266
SBR 86 0 86 11 0 11
EBL 22 0 22 9 0 9
EBT 70 0 70 37 0 37
EBR 193 5 198 93 17 110
WBL 14 0 14 5 0 5
WBT 267 0 267 62 0 62
WBR 53 0 53 29 0 29
North Leg
Approach 578 4 582 282 14 296
Departure 368 12 380 404 8 412
Total 946 16 962 686 22 708
South Leg
Approach 656 27 683 489 18 507
Departure 637 9 646 350 31 381
Total 1,293 36 1,329 839 49 888
East Leg
Approach 334 0 334 96 0 96
Departure 146 0 146 68 0 68
Total 480 0 480 164 0 164
West Leg
Approach 285 5 290 139 17 156
Departure 702 15 717 184 10 194
Total 987 20 1,007 323 27 350
Total Approaches
Approach 1,853 36 1,889 1,006 49 1,055
Departure 1,853 36 1,889 1,006 49 1,055
Total 3,706 72 3,778 2,012 98 2,110
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2135
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
2 Willow Avenue/Behymer Avenue
NBL 84 0 84 120 0 120
NBT 552 15 567 451 10 461
NBR 16 0 16 24 0 24
SBL 44 4 48 37 14 51
SBT 576 5 581 354 17 371
SBR 74 0 74 10 0 10
EBL 67 0 67 11 0 11
EBT 125 1 126 45 3 48
EBR 203 0 203 81 0 81
WBL 16 0 16 31 0 31
WBT 128 3 131 89 2 91
WBR 43 12 55 18 8 26
North Leg
Approach 694 9 703 401 31 432
Departure 662 27 689 480 18 498
Total 1,356 36 1,392 881 49 930
South Leg
Approach 652 15 667 595 10 605
Departure 795 5 800 466 17 483
Total 1,447 20 1,467 1,061 27 1,088
East Leg
Approach 187 15 202 138 10 148
Departure 185 5 190 106 17 123
Total 372 20 392 244 27 271
West Leg
Approach 395 1 396 137 3 140
Departure 286 3 289 219 2 221
Total 681 4 685 356 5 361
Total Approaches
Approach 1,928 40 1,968 1,271 54 1,325
Departure 1,928 40 1,968 1,271 54 1,325
Total 3,856 80 3,936 2,542 108 2,650
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2136
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
3 Willow Avenue/Shepherd Avenue
NBL 160 0 160 243 0 243
NBT 587 0 587 657 0 657
NBR 49 1 50 89 3 92
SBL 161 5 166 127 17 144
SBT 740 0 740 464 0 464
SBR 50 0 50 31 0 31
EBL 29 0 29 36 0 36
EBT 243 12 255 323 38 361
EBR 145 0 145 113 0 113
WBL 44 3 47 34 2 36
WBT 298 34 332 315 23 338
WBR 98 15 113 145 10 155
North Leg
Approach 951 5 956 622 17 639
Departure 714 15 729 838 10 848
Total 1,665 20 1,685 1,460 27 1,487
South Leg
Approach 796 1 797 989 3 992
Departure 929 3 932 611 2 613
Total 1,725 4 1,729 1,600 5 1,605
East Leg
Approach 440 52 492 494 35 529
Departure 453 18 471 539 58 597
Total 893 70 963 1,033 93 1,126
West Leg
Approach 417 12 429 472 38 510
Departure 508 34 542 589 23 612
Total 925 46 971 1,061 61 1,122
Total Approaches
Approach 2,604 70 2,674 2,577 93 2,670
Departure 2,604 70 2,674 2,577 93 2,670
Total 5,208 140 5,348 5,154 186 5,340
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2137
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
4 Minnewawa Avenue/International Avenue
NBL 314 3 317 101 2 103
NBT 196 6 202 212 4 216
NBR 0 0 0 1 0 1
SBL 0 0 0 0 0 0
SBT 245 2 247 231 7 238
SBR 6 0 6 3 0 3
EBL 1 0 1 4 0 4
EBT 0 0 0 0 0 0
EBR 100 1 101 53 3 56
WBL 0 0 0 0 0 0
WBT 1 0 1 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 251 2 253 234 7 241
Departure 197 6 203 216 4 220
Total 448 8 456 450 11 461
South Leg
Approach 510 9 519 314 6 320
Departure 345 3 348 284 10 294
Total 855 12 867 598 16 614
East Leg
Approach 1 0 1 0 0 0
Departure 0 0 0 1 0 1
Total 1 0 1 1 0 1
West Leg
Approach 101 1 102 57 3 60
Departure 321 3 324 104 2 106
Total 422 4 426 161 5 166
Total Approaches
Approach 863 12 875 605 16 621
Departure 863 12 875 605 16 621
Total 1,726 24 1,750 1,210 32 1,242
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2138
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
5 Minnewawa Avenue/Behymer Avenue
NBL 41 0 41 46 0 46
NBT 212 0 212 205 0 205
NBR 8 0 8 6 0 6
SBL 123 3 126 95 10 105
SBT 225 0 225 190 0 190
SBR 3 0 3 2 0 2
EBL 3 0 3 3 0 3
EBT 114 5 119 69 17 86
EBR 44 0 44 30 0 30
WBL 12 0 12 6 0 6
WBT 145 15 160 86 10 96
WBR 297 9 306 99 6 105
North Leg
Approach 351 3 354 287 10 297
Departure 512 9 521 307 6 313
Total 863 12 875 594 16 610
South Leg
Approach 261 0 261 257 0 257
Departure 281 0 281 226 0 226
Total 542 0 542 483 0 483
East Leg
Approach 454 24 478 191 16 207
Departure 245 8 253 170 27 197
Total 699 32 731 361 43 404
West Leg
Approach 161 5 166 102 17 119
Departure 189 15 204 134 10 144
Total 350 20 370 236 27 263
Total Approaches
Approach 1,227 32 1,259 837 43 880
Departure 1,227 32 1,259 837 43 880
Total 2,454 64 2,518 1,674 86 1,760
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2139
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
6 Minnewawa Avenue/Shepherd Avenue
NBL 127 0 127 104 0 104
NBT 150 0 150 152 0 152
NBR 41 8 49 26 28 54
SBL 103 0 103 76 0 76
SBT 159 0 159 142 0 142
SBR 29 0 29 13 0 13
EBL 33 0 33 20 0 20
EBT 339 19 358 390 63 453
EBR 152 0 152 81 0 81
WBL 44 25 69 19 17 36
WBT 291 55 346 342 37 379
WBR 91 0 91 85 0 85
North Leg
Approach 291 0 291 231 0 231
Departure 274 0 274 257 0 257
Total 565 0 565 488 0 488
South Leg
Approach 318 8 326 282 28 310
Departure 355 25 380 242 17 259
Total 673 33 706 524 45 569
East Leg
Approach 426 80 506 446 54 500
Departure 483 27 510 492 91 583
Total 909 107 1,016 938 145 1,083
West Leg
Approach 524 19 543 491 63 554
Departure 447 55 502 459 37 496
Total 971 74 1,045 950 100 1,050
Total Approaches
Approach 1,559 107 1,666 1,450 145 1,595
Departure 1,559 107 1,666 1,450 145 1,595
Total 3,118 214 3,332 2,900 290 3,190
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2140
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
7 Clovis Avenue/Behymer Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 245 8 253 170 28 198
EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0
WBT 454 25 479 191 17 208
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
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 454 25 479 191 17 208
Departure 245 8 253 170 28 198
Total 699 33 732 361 45 406
West Leg
Approach 245 8 253 170 28 198
Departure 454 25 479 191 17 208
Total 699 33 732 361 45 406
Total Approaches
Approach 699 33 732 361 45 406
Departure 699 33 732 361 45 406
Total 1,398 66 1,464 722 90 812
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2141
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
8 Clovis Avenue/Baron Avenue
NBL 83 0 83 30 0 30
NBT 3 0 3 0 0 0
NBR 0 96 96 0 317 317
SBL 0 0 0 0 0 0
SBT 3 0 3 0 0 0
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 0 279 279 0 188 188
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 3 0 3 0 0 0
Departure 3 0 3 0 0 0
Total 6 0 6 0 0 0
South Leg
Approach 86 96 182 30 317 347
Departure 3 279 282 0 188 188
Total 89 375 464 30 505 535
East Leg
Approach 0 279 279 0 188 188
Departure 0 96 96 0 317 317
Total 0 375 375 0 505 505
West Leg
Approach 0 0 0 0 0 0
Departure 83 0 83 30 0 30
Total 83 0 83 30 0 30
Total Approaches
Approach 89 375 464 30 505 535
Departure 89 375 464 30 505 535
Total 178 750 928 60 1,010 1,070
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2142
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
9 Clovis Avenue/Shepherd Avenue
NBL 80 0 80 140 0 140
NBT 59 55 114 44 181 225
NBR 86 0 86 70 0 70
SBL 19 40 59 10 27 37
SBT 71 160 231 24 108 132
SBR 67 80 147 26 54 80
EBL 32 28 60 32 90 122
EBT 337 0 337 343 0 343
EBR 118 0 118 103 0 103
WBL 109 0 109 77 0 77
WBT 294 0 294 304 0 304
WBR 48 14 62 7 45 52
North Leg
Approach 157 280 437 60 189 249
Departure 139 97 236 83 316 399
Total 296 377 673 143 505 648
South Leg
Approach 225 55 280 254 181 435
Departure 298 160 458 204 108 312
Total 523 215 738 458 289 747
East Leg
Approach 451 14 465 388 45 433
Departure 442 40 482 423 27 450
Total 893 54 947 811 72 883
West Leg
Approach 487 28 515 478 90 568
Departure 441 80 521 470 54 524
Total 928 108 1,036 948 144 1,092
Total Approaches
Approach 1,320 377 1,697 1,180 505 1,685
Departure 1,320 377 1,697 1,180 505 1,685
Total 2,640 754 3,394 2,360 1,010 3,370
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2143
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
10 Clovis Avenue/Teague Avenue
NBL 263 0 263 156 0 156
NBT 209 51 260 290 167 457
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 273 147 420 223 99 322
SBR 183 12 195 60 8 68
EBL 73 4 77 67 14 81
EBT 0 0 0 0 0 0
EBR 222 0 222 87 0 87
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 456 159 615 283 107 390
Departure 282 55 337 357 181 538
Total 738 214 952 640 288 928
South Leg
Approach 472 51 523 446 167 613
Departure 495 147 642 310 99 409
Total 967 198 1,165 756 266 1,022
East Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
West Leg
Approach 295 4 299 154 14 168
Departure 446 12 458 216 8 224
Total 741 16 757 370 22 392
Total Approaches
Approach 1,223 214 1,437 883 288 1,171
Departure 1,223 214 1,437 883 288 1,171
Total 2,446 428 2,874 1,766 576 2,342
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2144
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
11 Clovis Avenue/Nees Avenue
NBL 70 0 70 124 0 124
NBT 294 41 335 400 136 536
NBR 20 0 20 46 0 46
SBL 70 0 70 43 0 43
SBT 416 120 536 253 81 334
SBR 42 28 70 27 19 46
EBL 30 10 40 22 31 53
EBT 306 0 306 415 0 415
EBR 194 0 194 249 0 249
WBL 35 0 35 22 0 22
WBT 363 0 363 385 0 385
WBR 180 0 180 74 0 74
North Leg
Approach 528 148 676 323 100 423
Departure 504 51 555 496 167 663
Total 1,032 199 1,231 819 267 1,086
South Leg
Approach 384 41 425 570 136 706
Departure 645 120 765 524 81 605
Total 1,029 161 1,190 1,094 217 1,311
East Leg
Approach 578 0 578 481 0 481
Departure 396 0 396 504 0 504
Total 974 0 974 985 0 985
West Leg
Approach 530 10 540 686 31 717
Departure 475 28 503 536 19 555
Total 1,005 38 1,043 1,222 50 1,272
Total Approaches
Approach 2,020 199 2,219 2,060 267 2,327
Departure 2,020 199 2,219 2,060 267 2,327
Total 4,040 398 4,438 4,120 534 4,654
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2145
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
12 Clovis Avenue/Alluvial Avenue
NBL 127 0 127 146 0 146
NBT 282 39 321 558 129 687
NBR 61 0 61 67 0 67
SBL 126 0 126 77 0 77
SBT 576 114 690 454 77 531
SBR 34 6 40 13 4 17
EBL 13 2 15 15 7 22
EBT 269 0 269 342 0 342
EBR 153 0 153 175 0 175
WBL 44 0 44 36 0 36
WBT 407 0 407 302 0 302
WBR 89 0 89 77 0 77
North Leg
Approach 736 120 856 544 81 625
Departure 384 41 425 650 136 786
Total 1,120 161 1,281 1,194 217 1,411
South Leg
Approach 470 39 509 771 129 900
Departure 773 114 887 665 77 742
Total 1,243 153 1,396 1,436 206 1,642
East Leg
Approach 540 0 540 415 0 415
Departure 456 0 456 486 0 486
Total 996 0 996 901 0 901
West Leg
Approach 435 2 437 532 7 539
Departure 568 6 574 461 4 465
Total 1,003 8 1,011 993 11 1,004
Total Approaches
Approach 2,181 161 2,342 2,262 217 2,479
Departure 2,181 161 2,342 2,262 217 2,479
Total 4,362 322 4,684 4,524 434 4,958
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2146
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
13 State Route 168 Westbound Ramps/Herndon Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0
SBL 66 0 66 66 0 66
SBT 0 0 0 0 0 0
SBR 729 0 729 342 0 342
EBL 0 0 0 0 0 0
EBT 957 2 959 1,653 7 1,660
EBR 491 0 491 529 0 529
WBL 0 0 0 0 0 0
WBT 1,454 6 1,460 1,451 4 1,455
WBR 576 74 650 540 50 590
North Leg
Approach 795 0 795 408 0 408
Departure 576 74 650 540 50 590
Total 1,371 74 1,445 948 50 998
South Leg
Approach 0 0 0 0 0 0
Departure 491 0 491 529 0 529
Total 491 0 491 529 0 529
East Leg
Approach 2,030 80 2,110 1,991 54 2,045
Departure 1,023 2 1,025 1,719 7 1,726
Total 3,053 82 3,135 3,710 61 3,771
West Leg
Approach 1,448 2 1,450 2,182 7 2,189
Departure 2,183 6 2,189 1,793 4 1,797
Total 3,631 8 3,639 3,975 11 3,986
Total Approaches
Approach 4,273 82 4,355 4,581 61 4,642
Departure 4,273 82 4,355 4,581 61 4,642
Total 8,546 164 8,710 9,162 122 9,284
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2147
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
14 State Route 168 Eastbound Ramps/Herndon Avenue
NBL 454 0 454 497 0 497
NBT 0 0 0 0 0 0
NBR 479 25 504 677 84 761
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 810 2 812 1,359 7 1,366
EBR 213 0 213 360 0 360
WBL 0 0 0 0 0 0
WBT 1,576 80 1,656 1,494 54 1,548
WBR 79 0 79 184 0 184
North Leg
Approach 0 0 0 0 0 0
Departure 79 0 79 184 0 184
Total 79 0 79 184 0 184
South Leg
Approach 933 25 958 1,174 84 1,258
Departure 213 0 213 360 0 360
Total 1,146 25 1,171 1,534 84 1,618
East Leg
Approach 1,655 80 1,735 1,678 54 1,732
Departure 1,289 27 1,316 2,036 91 2,127
Total 2,944 107 3,051 3,714 145 3,859
West Leg
Approach 1,023 2 1,025 1,719 7 1,726
Departure 2,030 80 2,110 1,991 54 2,045
Total 3,053 82 3,135 3,710 61 3,771
Total Approaches
Approach 3,611 107 3,718 4,571 145 4,716
Departure 3,611 107 3,718 4,571 145 4,716
Total 7,222 214 7,436 9,142 290 9,432
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2148
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
15 Clovis Avenue/Herndon Avenue
NBL 232 0 232 350 0 350
NBT 255 8 263 402 28 430
NBR 120 0 120 276 0 276
SBL 161 9 170 271 6 277
SBT 283 25 308 262 17 279
SBR 402 80 482 266 54 320
EBL 243 28 271 366 90 456
EBT 832 0 832 1,368 0 1,368
EBR 214 0 214 302 0 302
WBL 148 0 148 316 0 316
WBT 1,021 0 1,021 1,062 0 1,062
WBR 157 3 160 132 10 142
North Leg
Approach 846 114 960 799 77 876
Departure 655 39 694 900 128 1,028
Total 1,501 153 1,654 1,699 205 1,904
South Leg
Approach 607 8 615 1,028 28 1,056
Departure 645 25 670 880 17 897
Total 1,252 33 1,285 1,908 45 1,953
East Leg
Approach 1,326 3 1,329 1,510 10 1,520
Departure 1,113 9 1,122 1,915 6 1,921
Total 2,439 12 2,451 3,425 16 3,441
West Leg
Approach 1,289 28 1,317 2,036 90 2,126
Departure 1,655 80 1,735 1,678 54 1,732
Total 2,944 108 3,052 3,714 144 3,858
Total Approaches
Approach 4,068 153 4,221 5,373 205 5,578
Departure 4,068 153 4,221 5,373 205 5,578
Total 8,136 306 8,442 10,746 410 11,156
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2149
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
16 Baron Avenue/Behymer Avenue
NBL 0 25 25 0 17 17
NBT 0 0 0 0 0 0
NBR 0 3 3 0 2 2
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 245 0 245 170 0 170
EBR 0 8 8 0 28 28
WBL 2 1 3 0 3 3
WBT 454 0 454 191 0 191
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 0 28 28 0 19 19
Departure 2 9 11 0 31 31
Total 2 37 39 0 50 50
East Leg
Approach 456 1 457 191 3 194
Departure 245 3 248 170 2 172
Total 701 4 705 361 5 366
West Leg
Approach 245 8 253 170 28 198
Departure 454 25 479 191 17 208
Total 699 33 732 361 45 406
Total Approaches
Approach 701 37 738 361 50 411
Departure 701 37 738 361 50 411
Total 1,402 74 1,476 722 100 822
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2150
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
17 Baron Avenue/Perrin Avenue
NBL 0 36 36 0 118 118
NBT 0 60 60 0 198 198
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 0 175 175 0 118 118
SBR 0 3 3 0 10 10
EBL 0 9 9 0 6 6
EBT 0 0 0 0 0 0
EBR 0 104 104 0 70 70
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 0 178 178 0 128 128
Departure 0 69 69 0 204 204
Total 0 247 247 0 332 332
South Leg
Approach 0 96 96 0 316 316
Departure 0 279 279 0 188 188
Total 0 375 375 0 504 504
East Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
West Leg
Approach 0 113 113 0 76 76
Departure 0 39 39 0 128 128
Total 0 152 152 0 204 204
Total Approaches
Approach 0 387 387 0 520 520
Departure 0 387 387 0 520 520
Total 0 774 774 0 1,040 1,040
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2151
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
18 Sunnyside Avenue/Shepherd Avenue
NBL 54 3 57 80 10 90
NBT 11 0 11 11 0 11
NBR 27 0 27 31 0 31
SBL 2 0 2 4 0 4
SBT 14 0 14 13 0 13
SBR 9 0 9 9 0 9
EBL 8 0 8 9 0 9
EBT 325 31 356 342 21 363
EBR 106 9 115 70 6 76
WBL 31 0 31 29 0 29
WBT 371 11 382 296 35 331
WBR 3 0 3 6 0 6
North Leg
Approach 25 0 25 26 0 26
Departure 22 0 22 26 0 26
Total 47 0 47 52 0 52
South Leg
Approach 92 3 95 122 10 132
Departure 151 9 160 112 6 118
Total 243 12 255 234 16 250
East Leg
Approach 405 11 416 331 35 366
Departure 354 31 385 377 21 398
Total 759 42 801 708 56 764
West Leg
Approach 439 40 479 421 27 448
Departure 434 14 448 385 45 430
Total 873 54 927 806 72 878
Total Approaches
Approach 961 54 1,015 900 72 972
Departure 961 54 1,015 900 72 972
Total 1,922 108 2,030 1,800 144 1,944
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2152
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
19 Fowler Avenue/Shepherd Avenue
NBL 141 4 145 109 14 123
NBT 92 0 92 119 0 119
NBR 34 0 34 73 0 73
SBL 185 0 185 110 0 110
SBT 125 0 125 112 0 112
SBR 18 0 18 14 0 14
EBL 20 0 20 23 0 23
EBT 281 18 299 276 12 288
EBR 51 12 63 75 8 83
WBL 36 0 36 47 0 47
WBT 279 6 285 240 21 261
WBR 370 0 370 128 0 128
North Leg
Approach 328 0 328 236 0 236
Departure 482 0 482 270 0 270
Total 810 0 810 506 0 506
South Leg
Approach 267 4 271 301 14 315
Departure 212 12 224 234 8 242
Total 479 16 495 535 22 557
East Leg
Approach 685 6 691 415 21 436
Departure 500 18 518 459 12 471
Total 1,185 24 1,209 874 33 907
West Leg
Approach 352 30 382 374 20 394
Departure 438 10 448 363 35 398
Total 790 40 830 737 55 792
Total Approaches
Approach 1,632 40 1,672 1,326 55 1,381
Departure 1,632 40 1,672 1,326 55 1,381
Total 3,264 80 3,344 2,652 110 2,762
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2153
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
20 Hammel Avenue/Project Driveway 1
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 3 3 0 10 10
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
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 9 9 0 6 6
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 0 3 3 0 10 10
Departure 0 9 9 0 6 6
Total 0 12 12 0 16 16
East Leg
Approach 0 9 9 0 6 6
Departure 0 3 3 0 10 10
Total 0 12 12 0 16 16
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 0 12 12 0 16 16
Departure 0 12 12 0 16 16
Total 0 24 24 0 32 32
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2154
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
21 Hammel Avenue/Project Driveway 2
NBL 0 0 0 0 0 0
NBT 0 3 3 0 10 10
NBR 0 11 11 0 35 35
SBL 0 0 0 0 0 0
SBT 0 9 9 0 6 6
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 31 31 0 21 21
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 0 9 9 0 6 6
Departure 0 3 3 0 10 10
Total 0 12 12 0 16 16
South Leg
Approach 0 14 14 0 45 45
Departure 0 40 40 0 27 27
Total 0 54 54 0 72 72
East Leg
Approach 0 31 31 0 21 21
Departure 0 11 11 0 35 35
Total 0 42 42 0 56 56
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 0 54 54 0 72 72
Departure 0 54 54 0 72 72
Total 0 108 108 0 144 144
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2155
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
22 Project Driveway 3/Perrin Avenue
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 74 74 0 50 50
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 40 40 0 27 27
EBR 0 0 0 0 0 0
WBL 0 25 25 0 84 84
WBT 0 14 14 0 45 45
WBR 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
South Leg
Approach 0 74 74 0 50 50
Departure 0 25 25 0 84 84
Total 0 99 99 0 134 134
East Leg
Approach 0 39 39 0 129 129
Departure 0 114 114 0 77 77
Total 0 153 153 0 206 206
West Leg
Approach 0 40 40 0 27 27
Departure 0 14 14 0 45 45
Total 0 54 54 0 72 72
Total Approaches
Approach 0 153 153 0 206 206
Departure 0 153 153 0 206 206
Total 0 306 306 0 412 412
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2156
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
23 Baron Avenue/Project Driveway 4
NBL 0 19 19 0 63 63
NBT 0 21 21 0 14 14
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 2 7 9 0 24 24
SBR 0 2 2 0 7 7
EBL 0 6 6 0 4 4
EBT 0 0 0 0 0 0
EBR 0 55 55 0 37 37
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 2 9 11 0 31 31
Departure 0 27 27 0 18 18
Total 2 36 38 0 49 49
South Leg
Approach 0 40 40 0 77 77
Departure 2 62 64 0 61 61
Total 2 102 104 0 138 138
East Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
West Leg
Approach 0 61 61 0 41 41
Departure 0 21 21 0 70 70
Total 0 82 82 0 111 111
Total Approaches
Approach 2 110 112 0 149 149
Departure 2 110 112 0 149 149
Total 4 220 224 0 298 298
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2157
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
24 Baron Avenue/Project Driveway 5
NBL 0 20 20 0 66 66
NBT 0 34 34 0 73 73
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 0 60 60 0 54 54
SBR 0 2 2 0 7 7
EBL 0 6 6 0 4 4
EBT 0 0 0 0 0 0
EBR 0 58 58 0 39 39
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 0 62 62 0 61 61
Departure 0 40 40 0 77 77
Total 0 102 102 0 138 138
South Leg
Approach 0 54 54 0 139 139
Departure 0 118 118 0 93 93
Total 0 172 172 0 232 232
East Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
West Leg
Approach 0 64 64 0 43 43
Departure 0 22 22 0 73 73
Total 0 86 86 0 116 116
Total Approaches
Approach 0 180 180 0 243 243
Departure 0 180 180 0 243 243
Total 0 360 360 0 486 486
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2158
AGENDA ITEM NO. 13.

Existing Existing
Existing (2022) Project Plus Existing (2022) Project Plus Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
25 Baron Avenue/Project Driveway 6
NBL 0 21 21 0 70 70
NBT 0 48 48 0 135 135
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 0 117 117 0 87 87
SBR 0 2 2 0 7 7
EBL 0 6 6 0 4 4
EBT 0 0 0 0 0 0
EBR 0 61 61 0 41 41
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 0 119 119 0 94 94
Departure 0 54 54 0 139 139
Total 0 173 173 0 233 233
South Leg
Approach 0 69 69 0 205 205
Departure 0 178 178 0 128 128
Total 0 247 247 0 333 333
East Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
West Leg
Approach 0 67 67 0 45 45
Departure 0 23 23 0 77 77
Total 0 90 90 0 122 122
Total Approaches
Approach 0 255 255 0 344 344
Departure 0 255 255 0 344 344
Total 0 510 510 0 688 688
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2022 TM (3/15/2023) 2159
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project 1 Willow Avenue/International Avenue 1 Willow Avenue/International Avenue NBL 349 55 16 420 15 435 NBL 111 37 11 159 10 169NBT 293 111 16 420 12 432 NBT 366 212 11 589 8 597NBR 14 3 0 17 0 17 NBR 12 12 0 24 0 24SBL 62 0 0 62 0 62 SBL 19 0 0 19 0 19SBT 430 147 5 582 4 586 SBT 252 184 18 454 14 468SBR 86 0 0 86 0 86 SBR 11 0 0 11 0 11EBL 22 0 0 22 0 22 EBL 9 0 0 9 0 9EBT 70 1 0 71 0 71 EBT 37 3 0 40 0 40EBR 193 21 5 219 5 224 EBR 93 60 18 171 17 188WBL 14 5 0 19 0 19 WBL 5 11 0 16 0 16WBT 267 3 0 270 0 270 WBT 62 2 0 64 0 64WBR 53 0 0 53 0 53 WBR 29 0 0 29 0 29North Leg North Leg Approach 578 147 5 730 4 734 Approach 282 184 18 484 14 498Departure 368 111 16 495 12 507 Departure 404 212 11 627 8 635Total 946 258 21 1,225 16 1,241 Total 686 396 29 1,111 22 1,133 South Leg South Leg
Approach 656 169 32 857 27 884 Approach 489 261 22 772 18 790Departure 637 173 10 820 9 829 Departure 350 255 36 641 31 672Total 1,293 342 42 1,677 36 1,713 Total 839 516 58 1,413 49 1,462 East Leg East Leg
Approach 334 8 0 342 0 342 Approach 96 13 0 109 0 109Departure 146 4 0 150 0 150 Departure 68 15 0 83 0 83Total 480 12 0 492 0 492 Total 164 28 0 192 0 192 West Leg West Leg
Approach 285 22 5 312 5 317 Approach 139 63 18 220 17 237Departure 702 58 16 776 15 791 Departure 184 39 11 234 10 244Total 987 80 21 1,088 20 1,108 Total 323 102 29 454 27 481 Total Approaches Total Approaches
Approach 1,853 346 42 2,241 36 2,277 Approach 1,006 521 58 1,585 49 1,634Departure 1,853 346 42 2,241 36 2,277 Departure 1,006 521 58 1,585 49 1,634Total 3,706 692 84 4,482 72 4,554 Total 2,012 1,042 116 3,170 98 3,268 Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2160
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 Willow Avenue/Behymer Avenue 2 Willow Avenue/Behymer Avenue NBL 84 46 0 130 0 130 NBL 120 50 0 170 0 170NBT 552 176 32 760 15 775 NBT 451 267 21 739 10 749NBR 16 3 0 19 0 19 NBR 24 12 0 36 0 36SBL 44 0 1 45 4 49 SBL 37 0 4 41 14 55SBT 576 178 11 765 5 770 SBT 354 263 36 653 17 670SBR 74 1 0 75 0 75 SBR 10 2 0 12 0 12EBL 67 2 0 69 0 69 EBL 11 1 0 12 0 12EBT 125 7 0 132 1 133 EBT 45 9 0 54 3 57EBR 203 35 0 238 0 238 EBR 81 47 0 128 0 128WBL 16 5 0 21 0 21 WBL 31 11 0 42 0 42WBT 128 7 0 135 3 138 WBT 89 9 0 98 2 100WBR 43 0 3 46 12 58 WBR 18 0 2 20 8 28North Leg North Leg Approach 694 179 12 885 9 894 Approach 401 265 40 706 31 737Departure 662 178 35 875 27 902 Departure 480 268 23 771 18 789Total 1,356 357 47 1,760 36 1,796 Total 881 533 63 1,477 49 1,526 South Leg South Leg
Approach 652 225 32 909 15 924 Approach 595 329 21 945 10 955Departure 795 218 11 1,024 5 1,029 Departure 466 321 36 823 17 840Total 1,447 443 43 1,933 20 1,953 Total 1,061 650 57 1,768 27 1,795 East Leg East Leg
Approach 187 12 3 202 15 217 Approach 138 20 2 160 10 170Departure 185 10 1 196 5 201 Departure 106 21 4 131 17 148Total 372 22 4 398 20 418 Total 244 41 6 291 27 318 West Leg West Leg
Approach 395 44 0 439 1 440 Approach 137 57 0 194 3 197Departure 286 54 0 340 3 343 Departure 219 61 0 280 2 282Total 681 98 0 779 4 783 Total 356 118 0 474 5 479 Total Approaches Total Approaches
Approach 1,928 460 47 2,435 40 2,475 Approach 1,271 671 63 2,005 54 2,059Departure 1,928 460 47 2,435 40 2,475 Departure 1,271 671 63 2,005 54 2,059Total 3,856 920 94 4,870 80 4,950 Total 2,542 1,342 126 4,010 108 4,118 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2161
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 Willow Avenue/Shepherd Avenue 3 Willow Avenue/Shepherd Avenue NBL 160 25 0 185 0 185 NBL 243 36 0 279 0 279NBT 587 285 0 872 0 872 NBT 657 725 0 1,382 0 1,382NBR 49 161 2 212 1 213 NBR 89 373 7 469 3 472SBL 161 74 11 246 5 251 SBL 127 150 36 313 17 330SBT 740 530 0 1,270 0 1,270 SBT 464 537 0 1,001 0 1,001SBR 50 151 0 201 0 201 SBR 31 166 0 197 0 197EBL 29 78 0 107 0 107 EBL 36 216 0 252 0 252EBT 243 138 13 394 12 406 EBT 323 285 43 651 38 689EBR 145 5 0 150 0 150 EBR 113 10 0 123 0 123WBL 44 244 6 294 3 297 WBL 34 300 4 338 2 340WBT 298 248 38 584 34 618 WBT 315 231 25 571 23 594WBR 98 99 32 229 15 244 WBR 145 128 21 294 10 304North Leg North Leg Approach 951 755 11 1,717 5 1,722 Approach 622 853 36 1,511 17 1,528Departure 714 462 32 1,208 15 1,223 Departure 838 1,069 21 1,928 10 1,938Total 1,665 1,217 43 2,925 20 2,945 Total 1,460 1,922 57 3,439 27 3,466 South Leg South Leg
Approach 796 471 2 1,269 1 1,270 Approach 989 1,134 7 2,130 3 2,133Departure 929 779 6 1,714 3 1,717 Departure 611 847 4 1,462 2 1,464Total 1,725 1,250 8 2,983 4 2,987 Total 1,600 1,981 11 3,592 5 3,597 East Leg East Leg
Approach 440 591 76 1,107 52 1,159 Approach 494 659 50 1,203 35 1,238Departure 453 373 26 852 18 870 Departure 539 808 86 1,433 58 1,491Total 893 964 102 1,959 70 2,029 Total 1,033 1,467 136 2,636 93 2,729 West Leg West Leg
Approach 417 221 13 651 12 663 Approach 472 511 43 1,026 38 1,064Departure 508 424 38 970 34 1,004 Departure 589 433 25 1,047 23 1,070Total 925 645 51 1,621 46 1,667 Total 1,061 944 68 2,073 61 2,134 Total Approaches Total Approaches
Approach 2,604 2,038 102 4,744 70 4,814 Approach 2,577 3,157 136 5,870 93 5,963Departure 2,604 2,038 102 4,744 70 4,814 Departure 2,577 3,157 136 5,870 93 5,963Total 5,208 4,076 204 9,488 140 9,628 Total 5,154 6,314 272 11,740 186 11,926 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2162
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 Minnewawa Avenue/International Avenue 4 Minnewawa Avenue/International Avenue NBL 314 3 0 317 3 320 NBL 101 2 0 103 2 105NBT 196 17 0 213 6 219 NBT 212 21 0 233 4 237NBR 0 0 0 0 0 0 NBR 1 0 0 1 0 1SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 245 14 0 259 2 261 SBT 231 22 0 253 7 260SBR 6 0 0 6 0 6 SBR 3 0 0 3 0 3EBL 1 0 0 1 0 1 EBL 4 0 0 4 0 4EBT 0 2 0 2 0 2 EBT 0 2 0 2 0 2EBR 100 1 0 101 1 102 EBR 53 3 0 56 3 59WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 1 1 0 2 0 2 WBT 0 2 0 2 0 2WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 251 14 0 265 2 267 Approach 234 22 0 256 7 263Departure 197 17 0 214 6 220 Departure 216 21 0 237 4 241Total 448 31 0 479 8 487 Total 450 43 0 493 11 504 South Leg South Leg
Approach 510 20 0 530 9 539 Approach 314 23 0 337 6 343Departure 345 15 0 360 3 363 Departure 284 25 0 309 10 319Total 855 35 0 890 12 902 Total 598 48 0 646 16 662 East Leg East Leg
Approach 1 1 0 2 0 2 Approach 0 2 0 2 0 2Departure 0 2 0 2 0 2 Departure 1 2 0 3 0 3Total 1 3 0 4 0 4 Total 1 4 0 5 0 5 West Leg West Leg
Approach 101 3 0 104 1 105 Approach 57 5 0 62 3 65Departure 321 4 0 325 3 328 Departure 104 4 0 108 2 110Total 422 7 0 429 4 433 Total 161 9 0 170 5 175 Total Approaches Total Approaches
Approach 863 38 0 901 12 913 Approach 605 52 0 657 16 673Departure 863 38 0 901 12 913 Departure 605 52 0 657 16 673Total 1,726 76 0 1,802 24 1,826 Total 1,210 104 0 1,314 32 1,346 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2163
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 Minnewawa Avenue/Behymer Avenue 5 Minnewawa Avenue/Behymer AvenueNBL 41 4 0 45 0 45 NBL 46 3 0 49 0 49NBT 212 44 0 256 0 256 NBT 205 38 0 243 0 243NBR 8 3 0 11 0 11 NBR 6 12 0 18 0 18SBL 123 0 0 123 3 126 SBL 95 0 0 95 10 105SBT 225 25 0 250 0 250 SBT 190 49 0 239 0 239SBR 3 0 0 3 0 3 SBR 2 0 0 2 0 2EBL 3 0 0 3 0 3 EBL 3 0 0 3 0 3EBT 114 6 1 121 5 126 EBT 69 6 4 79 17 96EBR 44 2 0 46 0 46 EBR 30 4 0 34 0 34WBL 12 5 0 17 0 17 WBL 6 11 0 17 0 17WBT 145 4 3 152 15 167 WBT 86 7 2 95 10 105WBR 297 0 0 297 9 306 WBR 99 0 0 99 6 105North Leg North Leg Approach 351 25 0 376 3 379 Approach 287 49 0 336 10 346Departure 512 44 0 556 9 565 Departure 307 38 0 345 6 351Total 863 69 0 932 12 944 Total 594 87 0 681 16 697 South Leg South Leg
Approach 261 51 0 312 0 312 Approach 257 53 0 310 0 310Departure 281 32 0 313 0 313 Departure 226 64 0 290 0 290Total 542 83 0 625 0 625 Total 483 117 0 600 0 600 East Leg East Leg
Approach 454 9 3 466 24 490 Approach 191 18 2 211 16 227Departure 245 9 1 255 8 263 Departure 170 18 4 192 27 219Total 699 18 4 721 32 753 Total 361 36 6 403 43 446 West Leg West Leg
Approach 161 8 1 170 5 175 Approach 102 10 4 116 17 133Departure 189 8 3 200 15 215 Departure 134 10 2 146 10 156Total 350 16 4 370 20 390 Total 236 20 6 262 27 289 Total Approaches Total Approaches
Approach 1,227 93 4 1,324 32 1,356 Approach 837 130 6 973 43 1,016Departure 1,227 93 4 1,324 32 1,356 Departure 837 130 6 973 43 1,016Total 2,454 186 8 2,648 64 2,712 Total 1,674 260 12 1,946 86 2,032 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2164
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 Minnewawa Avenue/Shepherd Avenue 6 Minnewawa Avenue/Shepherd Avenue NBL 127 64 0 191 0 191 NBL 104 91 0 195 0 195NBT 150 107 0 257 0 257 NBT 152 337 0 489 0 489NBR 41 26 14 81 8 89 NBR 26 50 46 122 28 150SBL 103 102 0 205 0 205 SBL 76 75 0 151 0 151SBT 159 300 0 459 0 459 SBT 142 204 0 346 0 346SBR 29 88 0 117 0 117 SBR 13 90 0 103 0 103EBL 33 51 0 84 0 84 EBL 20 117 0 137 0 137EBT 339 283 27 649 19 668 EBT 390 439 89 918 63 981EBR 152 89 0 241 0 241 EBR 81 72 0 153 0 153WBL 44 38 41 123 25 148 WBL 19 41 28 88 17 105WBT 291 299 79 669 55 724 WBT 342 436 53 831 37 868WBR 91 42 0 133 0 133 WBR 85 116 0 201 0 201North Leg North Leg Approach 291 490 0 781 0 781 Approach 231 369 0 600 0 600Departure 274 200 0 474 0 474 Departure 257 570 0 827 0 827Total 565 690 0 1,255 0 1,255 Total 488 939 0 1,427 0 1,427 South Leg South Leg
Approach 318 197 14 529 8 537 Approach 282 478 46 806 28 834Departure 355 427 41 823 25 848 Departure 242 317 28 587 17 604Total 673 624 55 1,352 33 1,385 Total 524 795 74 1,393 45 1,438 East Leg East Leg
Approach 426 379 120 925 80 1,005 Approach 446 593 81 1,120 54 1,174Departure 483 411 41 935 27 962 Departure 492 564 135 1,191 91 1,282Total 909 790 161 1,860 107 1,967 Total 938 1,157 216 2,311 145 2,456 West Leg West Leg
Approach 524 423 27 974 19 993 Approach 491 628 89 1,208 63 1,271Departure 447 451 79 977 55 1,032 Departure 459 617 53 1,129 37 1,166Total 971 874 106 1,951 74 2,025 Total 950 1,245 142 2,337 100 2,437 Total Approaches Total Approaches
Approach 1,559 1,489 161 3,209 107 3,316 Approach 1,450 2,068 216 3,734 145 3,879Departure 1,559 1,489 161 3,209 107 3,316 Departure 1,450 2,068 216 3,734 145 3,879Total 3,118 2,978 322 6,418 214 6,632 Total 2,900 4,136 432 7,468 290 7,758 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2165
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
7 Clovis Avenue/Behymer Avenue 7 Clovis Avenue/Behymer Avenue NBL 0 2 0 2 0 2 NBL 0 4 0 4 0 4NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 245 6 1 252 8 260 EBT 170 14 4 188 28 216EBR 0 3 0 3 0 3 EBR 0 4 0 4 0 4WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 454 7 3 464 25 489 WBT 191 14 2 207 17 224WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 South Leg South Leg
Approach 0 2 0 2 0 2 Approach 0 4 0 4 0 4Departure 0 3 0 3 0 3 Departure 0 4 0 4 0 4Total 0 5 0 5 0 5 Total 0 8 0 8 0 8 East Leg East Leg
Approach 454 7 3 464 25 489 Approach 191 14 2 207 17 224Departure 245 6 1 252 8 260 Departure 170 14 4 188 28 216Total 699 13 4 716 33 749 Total 361 28 6 395 45 440 West Leg West Leg
Approach 245 9 1 255 8 263 Approach 170 18 4 192 28 220Departure 454 9 3 466 25 491 Departure 191 18 2 211 17 228Total 699 18 4 721 33 754 Total 361 36 6 403 45 448 Total Approaches Total Approaches
Approach 699 18 4 721 33 754 Approach 361 36 6 403 45 448Departure 699 18 4 721 33 754 Departure 361 36 6 403 45 448Total 1,398 36 8 1,442 66 1,508 Total 722 72 12 806 90 896 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2166
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
8 Clovis Avenue/Baron Avenue 8 Clovis Avenue/Baron Avenue NBL 83 0 0 83 0 83 NBL 30 0 0 30 0 30NBT 3 83 0 86 0 86 NBT 0 168 0 168 0 168NBR 0 80 0 80 96 176 NBR 0 94 0 94 317 411SBL 0 3 0 3 0 3 SBL 0 1 0 1 0 1SBT 3 135 0 138 0 138 SBT 0 124 0 124 0 124SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0WBL 0 49 0 49 279 328 WBL 0 103 0 103 188 291WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 3 0 3 0 3 WBR 0 1 0 1 0 1North Leg North Leg Approach 3 138 0 141 0 141 Approach 0 125 0 125 0 125Departure 3 86 0 89 0 89 Departure 0 169 0 169 0 169Total 6 224 0 230 0 230 Total 0 294 0 294 0 294 South Leg South Leg
Approach 86 163 0 249 96 345 Approach 30 262 0 292 317 609Departure 3 184 0 187 279 466 Departure 0 227 0 227 188 415Total 89 347 0 436 375 811 Total 30 489 0 519 505 1,024 East Leg East Leg
Approach 0 52 0 52 279 331 Approach 0 104 0 104 188 292Departure 0 83 0 83 96 179 Departure 0 95 0 95 317 412Total 0 135 0 135 375 510 Total 0 199 0 199 505 704 West Leg West Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 83 0 0 83 0 83 Departure 30 0 0 30 0 30Total 83 0 0 83 0 83 Total 30 0 0 30 0 30 Total Approaches Total Approaches
Approach 89 353 0 442 375 817 Approach 30 491 0 521 505 1,026Departure 89 353 0 442 375 817 Departure 30 491 0 521 505 1,026Total 178 706 0 884 750 1,634 Total 60 982 0 1,042 1,010 2,052 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2167
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
9 Clovis Avenue/Shepherd Avenue 9 Clovis Avenue/Shepherd Avenue NBL 80 31 0 111 0 111 NBL 140 63 0 203 0 203NBT 59 79 0 138 55 193 NBT 44 167 0 211 181 392NBR 86 19 27 132 0 132 NBR 70 16 89 175 0 175SBL 19 93 0 112 40 152 SBL 10 94 0 104 27 131SBT 71 149 0 220 160 380 SBT 24 133 0 157 108 265SBR 67 54 0 121 80 201 SBR 26 76 0 102 54 156EBL 32 48 0 80 28 108 EBL 32 64 0 96 90 186EBT 337 306 41 684 0 684 EBT 343 384 136 863 0 863EBR 118 16 0 134 0 134 EBR 103 52 0 155 0 155WBL 109 26 78 213 0 213 WBL 77 34 53 164 0 164WBT 294 235 120 649 0 649 WBT 304 489 81 874 0 874WBR 48 51 0 99 14 113 WBR 7 90 0 97 45 142North Leg North Leg Approach 157 296 0 453 280 733 Approach 60 303 0 363 189 552Departure 139 178 0 317 97 414 Departure 83 321 0 404 316 720Total 296 474 0 770 377 1,147 Total 143 624 0 767 505 1,272 South Leg South Leg
Approach 225 129 27 381 55 436 Approach 254 246 89 589 181 770Departure 298 191 78 567 160 727 Departure 204 219 53 476 108 584Total 523 320 105 948 215 1,163 Total 458 465 142 1,065 289 1,354 East Leg East Leg
Approach 451 312 198 961 14 975 Approach 388 613 134 1,135 45 1,180Departure 442 418 68 928 40 968 Departure 423 494 225 1,142 27 1,169Total 893 730 266 1,889 54 1,943 Total 811 1,107 359 2,277 72 2,349 West Leg West Leg
Approach 487 370 41 898 28 926 Approach 478 500 136 1,114 90 1,204Departure 441 320 120 881 80 961 Departure 470 628 81 1,179 54 1,233Total 928 690 161 1,779 108 1,887 Total 948 1,128 217 2,293 144 2,437 Total Approaches Total Approaches
Approach 1,320 1,107 266 2,693 377 3,070 Approach 1,180 1,662 359 3,201 505 3,706Departure 1,320 1,107 266 2,693 377 3,070 Departure 1,180 1,662 359 3,201 505 3,706Total 2,640 2,214 532 5,386 754 6,140 Total 2,360 3,324 718 6,402 1,010 7,412 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2168
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
10 Clovis Avenue/Teague Avenue 10 Clovis Avenue/Teague Avenue NBL 263 2 0 265 0 265 NBL 156 1 0 157 0 157NBT 209 106 25 340 51 391 NBT 290 271 82 643 167 810NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 273 224 72 569 147 716 SBT 223 174 49 446 99 545SBR 183 1 6 190 12 202 SBR 60 2 4 66 8 74EBL 73 2 2 77 4 81 EBL 67 2 7 76 14 90EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 222 1 0 223 0 223 EBR 87 2 0 89 0 89WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 456 225 78 759 159 918 Approach 283 176 53 512 107 619Departure 282 108 27 417 55 472 Departure 357 273 89 719 181 900Total 738 333 105 1,176 214 1,390 Total 640 449 142 1,231 288 1,519 South Leg South Leg
Approach 472 108 25 605 51 656 Approach 446 272 82 800 167 967Departure 495 225 72 792 147 939 Departure 310 176 49 535 99 634Total 967 333 97 1,397 198 1,595 Total 756 448 131 1,335 266 1,601 East Leg East Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg West Leg
Approach 295 3 2 300 4 304 Approach 154 4 7 165 14 179Departure 446 3 6 455 12 467 Departure 216 3 4 223 8 231Total 741 6 8 755 16 771 Total 370 7 11 388 22 410 Total Approaches Total Approaches
Approach 1,223 336 105 1,664 214 1,878 Approach 883 452 142 1,477 288 1,765Departure 1,223 336 105 1,664 214 1,878 Departure 883 452 142 1,477 288 1,765Total 2,446 672 210 3,328 428 3,756 Total 1,766 904 284 2,954 576 3,530 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2169
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
11 Clovis Avenue/Nees Avenue 11 Clovis Avenue/Nees Avenue NBL 70 83 0 153 0 153 NBL 124 188 0 312 0 312NBT 294 102 25 421 41 462 NBT 400 264 82 746 136 882NBR 20 0 0 20 0 20 NBR 46 0 0 46 0 46SBL 70 0 0 70 0 70 SBL 43 0 0 43 0 43SBT 416 215 72 703 120 823 SBT 253 170 49 472 81 553SBR 42 2 0 44 28 72 SBR 27 2 0 29 19 48EBL 30 1 0 31 10 41 EBL 22 2 0 24 31 55EBT 306 45 1 352 0 352 EBT 415 53 4 472 0 472EBR 194 147 0 341 0 341 EBR 249 144 0 393 0 393WBL 35 0 32 67 0 67 WBL 22 0 21 43 0 43WBT 363 33 3 399 0 399 WBT 385 62 2 449 0 449WBR 180 0 0 180 0 180 WBR 74 0 0 74 0 74North Leg North Leg Approach 528 217 72 817 148 965 Approach 323 172 49 544 100 644Departure 504 103 25 632 51 683 Departure 496 266 82 844 167 1,011Total 1,032 320 97 1,449 199 1,648 Total 819 438 131 1,388 267 1,655 South Leg South Leg
Approach 384 185 25 594 41 635 Approach 570 452 82 1,104 136 1,240Departure 645 362 104 1,111 120 1,231 Departure 524 314 70 908 81 989Total 1,029 547 129 1,705 161 1,866 Total 1,094 766 152 2,012 217 2,229 East Leg East Leg
Approach 578 33 35 646 0 646 Approach 481 62 23 566 0 566Departure 396 45 1 442 0 442 Departure 504 53 4 561 0 561Total 974 78 36 1,088 0 1,088 Total 985 115 27 1,127 0 1,127 West Leg West Leg
Approach 530 193 1 724 10 734 Approach 686 199 4 889 31 920Departure 475 118 3 596 28 624 Departure 536 252 2 790 19 809Total 1,005 311 4 1,320 38 1,358 Total 1,222 451 6 1,679 50 1,729 Total Approaches Total Approaches
Approach 2,020 628 133 2,781 199 2,980 Approach 2,060 885 158 3,103 267 3,370Departure 2,020 628 133 2,781 199 2,980 Departure 2,060 885 158 3,103 267 3,370Total 4,040 1,256 266 5,562 398 5,960 Total 4,120 1,770 316 6,206 534 6,740 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2170
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
12 Clovis Avenue/Alluvial Avenue 12 Clovis Avenue/Alluvial Avenue NBL 127 0 0 127 0 127 NBL 146 1 0 147 0 147NBT 282 155 25 462 39 501 NBT 558 395 82 1,035 129 1,164NBR 61 0 0 61 0 61 NBR 67 0 0 67 0 67SBL 126 28 0 154 0 154 SBL 77 30 0 107 0 107SBT 576 325 104 1,005 114 1,119 SBT 454 264 70 788 77 865SBR 34 0 0 34 6 40 SBR 13 0 0 13 4 17EBL 13 0 0 13 2 15 EBL 15 0 0 15 7 22EBT 269 15 1 285 0 285 EBT 342 11 4 357 0 357EBR 153 1 0 154 0 154 EBR 175 1 0 176 0 176WBL 44 0 0 44 0 44 WBL 36 0 0 36 0 36WBT 407 8 3 418 0 418 WBT 302 18 2 322 0 322WBR 89 15 0 104 0 104 WBR 77 39 0 116 0 116North Leg North Leg Approach 736 353 104 1,193 120 1,313 Approach 544 294 70 908 81 989Departure 384 170 25 579 41 620 Departure 650 434 82 1,166 136 1,302Total 1,120 523 129 1,772 161 1,933 Total 1,194 728 152 2,074 217 2,291 South Leg South Leg
Approach 470 155 25 650 39 689 Approach 771 396 82 1,249 129 1,378Departure 773 326 104 1,203 114 1,317 Departure 665 265 70 1,000 77 1,077Total 1,243 481 129 1,853 153 2,006 Total 1,436 661 152 2,249 206 2,455 East Leg East Leg
Approach 540 23 3 566 0 566 Approach 415 57 2 474 0 474Departure 456 43 1 500 0 500 Departure 486 41 4 531 0 531Total 996 66 4 1,066 0 1,066 Total 901 98 6 1,005 0 1,005 West Leg West Leg
Approach 435 16 1 452 2 454 Approach 532 12 4 548 7 555Departure 568 8 3 579 6 585 Departure 461 19 2 482 4 486Total 1,003 24 4 1,031 8 1,039 Total 993 31 6 1,030 11 1,041 Total Approaches Total Approaches
Approach 2,181 547 133 2,861 161 3,022 Approach 2,262 759 158 3,179 217 3,396Departure 2,181 547 133 2,861 161 3,022 Departure 2,262 759 158 3,179 217 3,396Total 4,362 1,094 266 5,722 322 6,044 Total 4,524 1,518 316 6,358 434 6,792 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2171
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
13 State Route 168 Westbound Ramps/Herndon Avenue 13 State Route 168 Westbound Ramps/Herndon Avenue NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0SBL 66 7 0 73 0 73 SBL 66 7 0 73 0 73SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0SBR 729 0 0 729 0 729 SBR 342 0 0 342 0 342EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 957 88 2 1,047 2 1,049 EBT 1,653 88 7 1,748 7 1,755EBR 491 20 0 511 0 511 EBR 529 16 0 545 0 545WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 1,454 70 6 1,530 6 1,536 WBT 1,451 136 4 1,591 4 1,595WBR 576 152 85 813 74 887 WBR 540 119 57 716 50 766North Leg North Leg Approach 795 7 0 802 0 802 Approach 408 7 0 415 0 415Departure 576 152 85 813 74 887 Departure 540 119 57 716 50 766Total 1,371 159 85 1,615 74 1,689 Total 948 126 57 1,131 50 1,181 South Leg South Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 491 20 0 511 0 511 Departure 529 16 0 545 0 545Total 491 20 0 511 0 511 Total 529 16 0 545 0 545 East Leg East Leg
Approach 2,030 222 91 2,343 80 2,423 Approach 1,991 255 61 2,307 54 2,361Departure 1,023 95 2 1,120 2 1,122 Departure 1,719 95 7 1,821 7 1,828Total 3,053 317 93 3,463 82 3,545 Total 3,710 350 68 4,128 61 4,189 West Leg West Leg
Approach 1,448 108 2 1,558 2 1,560 Approach 2,182 104 7 2,293 7 2,300Departure 2,183 70 6 2,259 6 2,265 Departure 1,793 136 4 1,933 4 1,937Total 3,631 178 8 3,817 8 3,825 Total 3,975 240 11 4,226 11 4,237 Total Approaches Total Approaches
Approach 4,273 337 93 4,703 82 4,785 Approach 4,581 366 68 5,015 61 5,076Departure 4,273 337 93 4,703 82 4,785 Departure 4,581 366 68 5,015 61 5,076Total 8,546 674 186 9,406 164 9,570 Total 9,162 732 136 10,030 122 10,152 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2172
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
14 State Route 168 Eastbound Ramps/Herndon Avenue 14 State Route 168 Eastbound Ramps/Herndon Avenue NBL 454 9 0 463 0 463 NBL 497 23 0 520 0 520NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0NBR 479 75 19 573 25 598 NBR 677 165 61 903 84 987SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 810 85 2 897 2 899 EBT 1,359 89 7 1,455 7 1,462EBR 213 10 0 223 0 223 EBR 360 7 0 367 0 367WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 1,576 208 91 1,875 80 1,955 WBT 1,494 213 61 1,768 54 1,822WBR 79 4 0 83 0 83 WBR 184 15 0 199 0 199North Leg North Leg Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 79 4 0 83 0 83 Departure 184 15 0 199 0 199Total 79 4 0 83 0 83 Total 184 15 0 199 0 199 South Leg South Leg
Approach 933 84 19 1,036 25 1,061 Approach 1,174 188 61 1,423 84 1,507Departure 213 10 0 223 0 223 Departure 360 7 0 367 0 367Total 1,146 94 19 1,259 25 1,284 Total 1,534 195 61 1,790 84 1,874 East Leg East Leg
Approach 1,655 212 91 1,958 80 2,038 Approach 1,678 228 61 1,967 54 2,021Departure 1,289 160 21 1,470 27 1,497 Departure 2,036 254 68 2,358 91 2,449Total 2,944 372 112 3,428 107 3,535 Total 3,714 482 129 4,325 145 4,470 West Leg West Leg
Approach 1,023 95 2 1,120 2 1,122 Approach 1,719 96 7 1,822 7 1,829Departure 2,030 217 91 2,338 80 2,418 Departure 1,991 236 61 2,288 54 2,342Total 3,053 312 93 3,458 82 3,540 Total 3,710 332 68 4,110 61 4,171 Total Approaches Total Approaches
Approach 3,611 391 112 4,114 107 4,221 Approach 4,571 512 129 5,212 145 5,357Departure 3,611 391 112 4,114 107 4,221 Departure 4,571 512 129 5,212 145 5,357Total 7,222 782 224 8,228 214 8,442 Total 9,142 1,024 258 10,424 290 10,714 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2173
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
15 Clovis Avenue/Herndon Avenue 15 Clovis Avenue/Herndon Avenue NBL 232 18 0 250 0 250 NBL 350 39 0 389 0 389NBT 255 41 3 299 8 307 NBT 402 119 11 532 28 560NBR 120 2 0 122 0 122 NBR 276 4 0 280 0 280SBL 161 24 3 188 9 197 SBL 271 37 2 310 6 316SBT 283 93 9 385 25 410 SBT 262 76 6 344 17 361SBR 402 151 91 644 80 724 SBR 266 103 61 430 54 484EBL 243 64 21 328 28 356 EBL 366 153 68 587 90 677EBT 832 55 0 887 0 887 EBT 1,368 60 0 1,428 0 1,428EBR 214 35 0 249 0 249 EBR 302 28 0 330 0 330WBL 148 4 0 152 0 152 WBL 316 3 0 319 0 319WBT 1,021 42 0 1,063 0 1,063 WBT 1,062 75 0 1,137 0 1,137WBR 157 16 1 174 3 177 WBR 132 57 4 193 10 203North Leg North Leg Approach 846 268 103 1,217 114 1,331 Approach 799 216 69 1,084 77 1,161Departure 655 121 25 801 39 840 Departure 900 329 83 1,312 128 1,440Total 1,501 389 128 2,018 153 2,171 Total 1,699 545 152 2,396 205 2,601 South Leg South Leg
Approach 607 61 3 671 8 679 Approach 1,028 162 11 1,201 28 1,229Departure 645 132 9 786 25 811 Departure 880 107 6 993 17 1,010Total 1,252 193 12 1,457 33 1,490 Total 1,908 269 17 2,194 45 2,239 East Leg East Leg
Approach 1,326 62 1 1,389 3 1,392 Approach 1,510 135 4 1,649 10 1,659Departure 1,113 81 3 1,197 9 1,206 Departure 1,915 101 2 2,018 6 2,024Total 2,439 143 4 2,586 12 2,598 Total 3,425 236 6 3,667 16 3,683 West Leg West Leg
Approach 1,289 154 21 1,464 28 1,492 Approach 2,036 241 68 2,345 90 2,435Departure 1,655 211 91 1,957 80 2,037 Departure 1,678 217 61 1,956 54 2,010Total 2,944 365 112 3,421 108 3,529 Total 3,714 458 129 4,301 144 4,445 Total Approaches Total Approaches
Approach 4,068 545 128 4,741 153 4,894 Approach 5,373 754 152 6,279 205 6,484Departure 4,068 545 128 4,741 153 4,894 Departure 5,373 754 152 6,279 205 6,484Total 8,136 1,090 256 9,482 306 9,788 Total 10,746 1,508 304 12,558 410 12,968 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2174
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
16 Baron Avenue/Behymer Avenue 16 Baron Avenue/Behymer Avenue NBL 0 0 0 0 25 25 NBL 0 0 0 0 17 17NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0NBR 0 4 0 4 3 7 NBR 0 9 0 9 2 11SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 245 3 1 249 0 249 EBT 170 2 4 176 0 176EBR 0 0 0 0 8 8 EBR 0 0 0 0 28 28WBL 2 7 0 9 1 10 WBL 0 8 0 8 3 11WBT 454 2 3 459 0 459 WBT 191 3 2 196 0 196WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 South Leg South Leg
Approach 0 4 0 4 28 32 Approach 0 9 0 9 19 28Departure 2 7 0 9 9 18 Departure 0 8 0 8 31 39Total 2 11 0 13 37 50 Total 0 17 0 17 50 67 East Leg East Leg
Approach 456 9 3 468 1 469 Approach 191 11 2 204 3 207Departure 245 7 1 253 3 256 Departure 170 11 4 185 2 187Total 701 16 4 721 4 725 Total 361 22 6 389 5 394 West Leg West Leg
Approach 245 3 1 249 8 257 Approach 170 2 4 176 28 204Departure 454 2 3 459 25 484 Departure 191 3 2 196 17 213Total 699 5 4 708 33 741 Total 361 5 6 372 45 417 Total Approaches Total Approaches
Approach 701 16 4 721 37 758 Approach 361 22 6 389 50 439Departure 701 16 4 721 37 758 Departure 361 22 6 389 50 439Total 1,402 32 8 1,442 74 1,516 Total 722 44 12 778 100 878 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2175
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
17 Baron Avenue/Perrin Avenue 17 Baron Avenue/Perrin Avenue NBL 0 0 0 0 36 36 NBL 0 0 0 0 118 118NBT 0 4 0 4 60 64 NBT 0 9 0 9 198 207NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 7 0 7 175 182 SBT 0 8 0 8 118 126SBR 0 0 0 0 3 3 SBR 0 0 0 0 10 10EBL 0 0 0 0 9 9 EBL 0 0 0 0 6 6EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 0 0 0 0 104 104 EBR 0 0 0 0 70 70WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 7 0 7 178 185 Approach 0 8 0 8 128 136Departure 0 4 0 4 69 73 Departure 0 9 0 9 204 213Total 0 11 0 11 247 258 Total 0 17 0 17 332 349 South Leg South Leg
Approach 0 4 0 4 96 100 Approach 0 9 0 9 316 325Departure 0 7 0 7 279 286 Departure 0 8 0 8 188 196Total 0 11 0 11 375 386 Total 0 17 0 17 504 521 East Leg East Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg West Leg
Approach 0 0 0 0 113 113 Approach 0 0 0 0 76 76Departure 0 0 0 0 39 39 Departure 0 0 0 0 128 128Total 0 0 0 0 152 152 Total 0 0 0 0 204 204 Total Approaches Total Approaches
Approach 0 11 0 11 387 398 Approach 0 17 0 17 520 537Departure 0 11 0 11 387 398 Departure 0 17 0 17 520 537Total 0 22 0 22 774 796 Total 0 34 0 34 1,040 1,074 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2176
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
18 Sunnyside Avenue/Shepherd Avenue 18 Sunnyside Avenue/Shepherd Avenue NBL 54 53 0 107 3 110 NBL 80 93 0 173 10 183NBT 11 0 4 15 0 15 NBT 11 0 14 25 0 25NBR 27 11 11 49 0 49 NBR 31 7 36 74 0 74SBL 2 0 22 24 0 24 SBL 4 0 15 19 0 19SBT 14 0 44 58 0 58 SBT 13 0 30 43 0 43SBR 9 24 66 99 0 99 SBR 9 54 45 108 0 108EBL 8 32 23 63 0 63 EBL 9 49 75 133 0 133EBT 325 339 46 710 31 741 EBT 342 373 150 865 21 886EBR 106 80 0 186 9 195 EBR 70 84 0 154 6 160WBL 31 4 32 67 0 67 WBL 29 12 21 62 0 62WBT 371 207 132 710 11 721 WBT 296 495 89 880 35 915WBR 3 0 8 11 0 11 WBR 6 0 25 31 0 31North Leg North Leg Approach 25 24 132 181 0 181 Approach 26 54 90 170 0 170Departure 22 32 35 89 0 89 Departure 26 49 114 189 0 189Total 47 56 167 270 0 270 Total 52 103 204 359 0 359 South Leg South Leg
Approach 92 64 15 171 3 174 Approach 122 100 50 272 10 282Departure 151 84 76 311 9 320 Departure 112 96 51 259 6 265Total 243 148 91 482 12 494 Total 234 196 101 531 16 547 East Leg East Leg
Approach 405 211 172 788 11 799 Approach 331 507 135 973 35 1,008Departure 354 350 79 783 31 814 Departure 377 380 201 958 21 979Total 759 561 251 1,571 42 1,613 Total 708 887 336 1,931 56 1,987 West Leg West Leg
Approach 439 451 69 959 40 999 Approach 421 506 225 1,152 27 1,179Departure 434 284 198 916 14 930 Departure 385 642 134 1,161 45 1,206Total 873 735 267 1,875 54 1,929 Total 806 1,148 359 2,313 72 2,385 Total Approaches Total Approaches
Approach 961 750 388 2,099 54 2,153 Approach 900 1,167 500 2,567 72 2,639Departure 961 750 388 2,099 54 2,153 Departure 900 1,167 500 2,567 72 2,639Total 1,922 1,500 776 4,198 108 4,306 Total 1,800 2,334 1,000 5,134 144 5,278 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2177
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
19 Fowler Avenue/Shepherd Avenue 19 Fowler Avenue/Shepherd Avenue NBL 141 47 16 204 4 208 NBL 109 105 54 268 14 282NBT 92 5 0 97 0 97 NBT 119 3 0 122 0 122NBR 34 4 0 38 0 38 NBR 73 3 0 76 0 76SBL 185 0 0 185 0 185 SBL 110 0 0 110 0 110SBT 125 1 16 142 0 142 SBT 112 6 11 129 0 129SBR 18 9 0 27 0 27 SBR 14 22 0 36 0 36EBL 20 12 0 32 0 32 EBL 23 20 0 43 0 43EBT 281 253 22 556 18 574 EBT 276 282 15 573 12 585EBR 51 77 0 128 12 140 EBR 75 78 0 153 8 161WBL 36 1 0 37 0 37 WBL 47 5 0 52 0 52WBT 279 154 8 441 6 447 WBT 240 373 25 638 21 659WBR 370 0 0 370 0 370 WBR 128 0 0 128 0 128North Leg North Leg Approach 328 10 16 354 0 354 Approach 236 28 11 275 0 275Departure 482 17 0 499 0 499 Departure 270 23 0 293 0 293Total 810 27 16 853 0 853 Total 506 51 11 568 0 568 South Leg South Leg
Approach 267 56 16 339 4 343 Approach 301 111 54 466 14 480Departure 212 79 16 307 12 319 Departure 234 89 11 334 8 342Total 479 135 32 646 16 662 Total 535 200 65 800 22 822 East Leg East Leg
Approach 685 155 8 848 6 854 Approach 415 378 25 818 21 839Departure 500 257 22 779 18 797 Departure 459 285 15 759 12 771Total 1,185 412 30 1,627 24 1,651 Total 874 663 40 1,577 33 1,610 West Leg West Leg
Approach 352 342 22 716 30 746 Approach 374 380 15 769 20 789Departure 438 210 24 672 10 682 Departure 363 500 79 942 35 977Total 790 552 46 1,388 40 1,428 Total 737 880 94 1,711 55 1,766 Total Approaches Total Approaches
Approach 1,632 563 62 2,257 40 2,297 Approach 1,326 897 105 2,328 55 2,383Departure 1,632 563 62 2,257 40 2,297 Departure 1,326 897 105 2,328 55 2,383Total 3,264 1,126 124 4,514 80 4,594 Total 2,652 1,794 210 4,656 110 4,766 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2178
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
20 Hammel Avenue/Project Driveway 1 20 Hammel Avenue/Project Driveway 1 NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0NBR 0 0 0 0 3 3 NBR 0 0 0 0 10 10SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0WBL 0 0 0 0 9 9 WBL 0 0 0 0 6 6WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 South Leg South Leg
Approach 0 0 0 0 3 3 Approach 0 0 0 0 10 10Departure 0 0 0 0 9 9 Departure 0 0 0 0 6 6Total 0 0 0 0 12 12 Total 0 0 0 0 16 16 East Leg East Leg
Approach 0 0 0 0 9 9 Approach 0 0 0 0 6 6Departure 0 0 0 0 3 3 Departure 0 0 0 0 10 10Total 0 0 0 0 12 12 Total 0 0 0 0 16 16 West Leg West Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 Total Approaches Total Approaches
Approach 0 0 0 0 12 12 Approach 0 0 0 0 16 16Departure 0 0 0 0 12 12 Departure 0 0 0 0 16 16Total 0 0 0 0 24 24 Total 0 0 0 0 32 32 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2179
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
21 Hammel Avenue/Project Driveway 2 21 Hammel Avenue/Project Driveway 2 NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0NBT 0 0 0 0 3 3 NBT 0 0 0 0 10 10NBR 0 0 0 0 11 11 NBR 0 0 0 0 35 35SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 0 0 0 9 9 SBT 0 0 0 0 6 6SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0WBL 0 0 0 0 31 31 WBL 0 0 0 0 21 21WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 0 0 0 9 9 Approach 0 0 0 0 6 6Departure 0 0 0 0 3 3 Departure 0 0 0 0 10 10Total 0 0 0 0 12 12 Total 0 0 0 0 16 16 South Leg South Leg
Approach 0 0 0 0 14 14 Approach 0 0 0 0 45 45Departure 0 0 0 0 40 40 Departure 0 0 0 0 27 27Total 0 0 0 0 54 54 Total 0 0 0 0 72 72 East Leg East Leg
Approach 0 0 0 0 31 31 Approach 0 0 0 0 21 21Departure 0 0 0 0 11 11 Departure 0 0 0 0 35 35Total 0 0 0 0 42 42 Total 0 0 0 0 56 56 West Leg West Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 Total Approaches Total Approaches
Approach 0 0 0 0 54 54 Approach 0 0 0 0 72 72Departure 0 0 0 0 54 54 Departure 0 0 0 0 72 72Total 0 0 0 0 108 108 Total 0 0 0 0 144 144 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2180
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
22 Project Driveway 3/Perrin Avenue 22 Project Driveway 3/Perrin Avenue NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0NBR 0 0 0 0 74 74 NBR 0 0 0 0 50 50SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0EBT 0 0 0 0 40 40 EBT 0 0 0 0 27 27EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0WBL 0 0 0 0 25 25 WBL 0 0 0 0 84 84WBT 0 0 0 0 14 14 WBT 0 0 0 0 45 45WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 South Leg South Leg
Approach 0 0 0 0 74 74 Approach 0 0 0 0 50 50Departure 0 0 0 0 25 25 Departure 0 0 0 0 84 84Total 0 0 0 0 99 99 Total 0 0 0 0 134 134 East Leg East Leg
Approach 0 0 0 0 39 39 Approach 0 0 0 0 129 129Departure 0 0 0 0 114 114 Departure 0 0 0 0 77 77Total 0 0 0 0 153 153 Total 0 0 0 0 206 206 West Leg West Leg
Approach 0 0 0 0 40 40 Approach 0 0 0 0 27 27Departure 0 0 0 0 14 14 Departure 0 0 0 0 45 45Total 0 0 0 0 54 54 Total 0 0 0 0 72 72 Total Approaches Total Approaches
Approach 0 0 0 0 153 153 Approach 0 0 0 0 206 206Departure 0 0 0 0 153 153 Departure 0 0 0 0 206 206Total 0 0 0 0 306 306 Total 0 0 0 0 412 412 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2181
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
23 Baron Avenue/Project Driveway 4 23 Baron Avenue/Project Driveway 4 NBL 0 0 0 0 19 19 NBL 0 0 0 0 63 63NBT 0 4 0 4 21 25 NBT 0 9 0 9 14 23NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 2 7 0 9 7 16 SBT 0 8 0 8 24 32SBR 0 0 0 0 2 2 SBR 0 0 0 0 7 7EBL 0 0 0 0 6 6 EBL 0 0 0 0 4 4EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 0 0 0 0 55 55 EBR 0 0 0 0 37 37WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 2 7 0 9 9 18 Approach 0 8 0 8 31 39Departure 0 4 0 4 27 31 Departure 0 9 0 9 18 27Total 2 11 0 13 36 49 Total 0 17 0 17 49 66 South Leg South Leg
Approach 0 4 0 4 40 44 Approach 0 9 0 9 77 86Departure 2 7 0 9 62 71 Departure 0 8 0 8 61 69Total 2 11 0 13 102 115 Total 0 17 0 17 138 155 East Leg East Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg West Leg
Approach 0 0 0 0 61 61 Approach 0 0 0 0 41 41Departure 0 0 0 0 21 21 Departure 0 0 0 0 70 70Total 0 0 0 0 82 82 Total 0 0 0 0 111 111 Total Approaches Total Approaches
Approach 2 11 0 13 110 123 Approach 0 17 0 17 149 166Departure 2 11 0 13 110 123 Departure 0 17 0 17 149 166Total 4 22 0 26 220 246 Total 0 34 0 34 298 332 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2182
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
24 Baron Avenue/Project Driveway 5 24 Baron Avenue/Project Driveway 5 NBL 0 0 0 0 20 20 NBL 0 0 0 0 66 66NBT 0 4 0 4 34 38 NBT 0 9 0 9 73 82NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 7 0 7 60 67 SBT 0 8 0 8 54 62SBR 0 0 0 0 2 2 SBR 0 0 0 0 7 7EBL 0 0 0 0 6 6 EBL 0 0 0 0 4 4EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 0 0 0 0 58 58 EBR 0 0 0 0 39 39WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 7 0 7 62 69 Approach 0 8 0 8 61 69Departure 0 4 0 4 40 44 Departure 0 9 0 9 77 86Total 0 11 0 11 102 113 Total 0 17 0 17 138 155 South Leg South Leg
Approach 0 4 0 4 54 58 Approach 0 9 0 9 139 148Departure 0 7 0 7 118 125 Departure 0 8 0 8 93 101Total 0 11 0 11 172 183 Total 0 17 0 17 232 249 East Leg East Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg West Leg
Approach 0 0 0 0 64 64 Approach 0 0 0 0 43 43Departure 0 0 0 0 22 22 Departure 0 0 0 0 73 73Total 0 0 0 0 86 86 Total 0 0 0 0 116 116 Total Approaches Total Approaches
Approach 0 11 0 11 180 191 Approach 0 17 0 17 243 260Departure 0 11 0 11 180 191 Departure 0 17 0 17 243 260Total 0 22 0 22 360 382 Total 0 34 0 34 486 520 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2183
AGENDA ITEM NO. 13.

Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Existing (2022) Cumulative Shepherd Near‐Term (2026) Near‐Term (2026) Without Project North Without Project Plus Without Project North Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2026) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
25 Baron Avenue/Project Driveway 6 25 Baron Avenue/Project Driveway 6 NBL 0 0 0 0 21 21 NBL 0 0 0 0 70 70NBT 0 4 0 4 48 52 NBT 0 9 0 9 135 144NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0SBT 0 7 0 7 117 124 SBT 0 8 0 8 87 95SBR 0 0 0 0 2 2 SBR 0 0 0 0 7 7EBL 0 0 0 0 6 6 EBL 0 0 0 0 4 4EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0EBR 0 0 0 0 61 61 EBR 0 0 0 0 41 41WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0North Leg North Leg Approach 0 7 0 7 119 126 Approach 0 8 0 8 94 102Departure 0 4 0 4 54 58 Departure 0 9 0 9 139 148Total 0 11 0 11 173 184 Total 0 17 0 17 233 250 South Leg South Leg
Approach 0 4 0 4 69 73 Approach 0 9 0 9 205 214Departure 0 7 0 7 178 185 Departure 0 8 0 8 128 136Total 0 11 0 11 247 258 Total 0 17 0 17 333 350 East Leg East Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 0 0 0 0 0 0 Total 0 0 0 0 0 0 West Leg West Leg
Approach 0 0 0 0 67 67 Approach 0 0 0 0 45 45Departure 0 0 0 0 23 23 Departure 0 0 0 0 77 77Total 0 0 0 0 90 90 Total 0 0 0 0 122 122 Total Approaches Total Approaches
Approach 0 11 0 11 255 266 Approach 0 17 0 17 344 361Departure 0 11 0 11 255 266 Departure 0 17 0 17 344 361Total 0 22 0 22 510 532 Total 0 34 0 34 688 722 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2026 Near Term TM (3/15/2023) 2184
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project 1 Willow Avenue/International Avenue
NBL 424 16 440 15 455 155 11 166 10 176
NBT 424 16 440 12 452 607 11 618 8 626
NBR 28 0 28 0 28 73 0 73 0 73
SBL 65 0 65 0 65 67 0 67 0 67
SBT 606 5 611 4 615 458 18 476 14 490
SBR 90 0 90 0 90 12 0 12 0 12
EBL 23 0 23 0 23 9 0 9 0 9
EBT 93 0 93 0 93 125 0 125 0 125
EBR 225 5 230 5 235 161 18 179 17 196
WBL 42 0 42 0 42 17 0 17 0 17
WBT 447 0 447 0 447 103 0 103 0 103
WBR 77 0 77 0 77 56 0 56 0 56
North Leg
Approach 761 5 766 4 770 537 18 555 14 569
Departure 524 16 540 12 552 672 11 683 8 691
Total 1,285 21 1,306 16 1,322 1,209 29 1,238 22 1,260
South Leg
Approach 876 32 908 27 935 835 22 857 18 875
Departure 873 10 883 9 892 636 36 672 31 703
Total 1,749 42 1,791 36 1,827 1,471 58 1,529 49 1,578
East Leg
Approach 566 0 566 0 566 176 0 176 0 176
Departure 186 0 186 0 186 265 0 265 0 265
Total 752 0 752 0 752 441 0 441 0 441
West Leg
Approach 341 5 346 5 351 295 18 313 17 330
Departure 961 16 977 15 992 270 11 281 10 291
Total 1,302 21 1,323 20 1,343 565 29 594 27 621
Total Approaches
Approach 2,544 42 2,586 36 2,622 1,843 58 1,901 49 1,950 Departure 2,544 42 2,586 36 2,622 1,843 58 1,901 49 1,950 Total 5,088 84 5,172 72 5,244 3,686 116 3,802 98 3,900
AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2185
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
2 Willow Avenue/Behymer Avenue
NBL 137 0 137 0 137 179 0 179 0 179
NBT 764 32 796 15 811 754 21 775 10 785
NBR 20 0 20 0 20 180 0 180 0 180
SBL 54 1 55 4 59 100 4 104 14 118
SBT 792 11 803 5 808 648 36 684 17 701
SBR 79 0 79 0 79 13 0 13 0 13
EBL 72 0 72 0 72 13 0 13 0 13
EBT 156 0 156 1 157 118 0 118 3 121
EBR 250 0 250 0 250 134 0 134 0 134
WBL 99 0 99 0 99 128 0 128 0 128
WBT 362 0 362 3 365 140 0 140 2 142
WBR 156 3 159 12 171 42 2 44 8 52
North Leg
Approach 925 12 937 9 946 761 40 801 31 832
Departure 992 35 1,027 27 1,054 809 23 832 18 850
Total 1,917 47 1,964 36 2,000 1,570 63 1,633 49 1,682
South Leg
Approach 921 32 953 15 968 1,113 21 1,134 10 1,144
Departure 1,141 11 1,152 5 1,157 910 36 946 17 963
Total 2,062 43 2,105 20 2,125 2,023 57 2,080 27 2,107
East Leg
Approach 617 3 620 15 635 310 2 312 10 322
Departure 230 1 231 5 236 398 4 402 17 419
Total 847 4 851 20 871 708 6 714 27 741
West Leg
Approach 478 0 478 1 479 265 0 265 3 268
Departure 578 0 578 3 581 332 0 332 2 334
Total 1,056 0 1,056 4 1,060 597 0 597 5 602
Total Approaches
Approach 2,941 47 2,988 40 3,028 2,449 63 2,512 54 2,566 Departure 2,941 47 2,988 40 3,028 2,449 63 2,512 54 2,566 Total 5,882 94 5,976 80 6,056 4,898 126 5,024 108 5,132 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2186
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
3 Willow Avenue/Shepherd Avenue
NBL 390 0 390 0 390 293 0 293 0 293
NBT 916 0 916 0 916 1,451 0 1,451 0 1,451
NBR 318 2 320 1 321 485 7 492 3 495
SBL 247 11 258 5 263 291 36 327 17 344
SBT 1,334 0 1,334 0 1,334 1,051 0 1,051 0 1,051
SBR 211 0 211 0 211 207 0 207 0 207
EBL 112 0 112 0 112 265 0 265 0 265
EBT 394 13 407 12 419 638 43 681 38 719
EBR 286 0 286 0 286 387 0 387 0 387
WBL 302 6 308 3 311 351 4 355 2 357
WBT 573 38 611 34 645 573 25 598 23 621
WBR 207 32 239 15 254 287 21 308 10 318
North Leg
Approach 1,792 11 1,803 5 1,808 1,549 36 1,585 17 1,602 Departure 1,235 32 1,267 15 1,282 2,003 21 2,024 10 2,034 Total 3,027 43 3,070 20 3,090 3,552 57 3,609 27 3,636
South Leg
Approach 1,624 2 1,626 1 1,627 2,229 7 2,236 3 2,239
Departure 1,922 6 1,928 3 1,931 1,789 4 1,793 2 1,795
Total 3,546 8 3,554 4 3,558 4,018 11 4,029 5 4,034
East Leg
Approach 1,082 76 1,158 52 1,210 1,211 50 1,261 35 1,296 Departure 959 26 985 18 1,003 1,414 86 1,500 58 1,558
Total 2,041 102 2,143 70 2,213 2,625 136 2,761 93 2,854 West Leg
Approach 792 13 805 12 817 1,290 43 1,333 38 1,371
Departure 1,174 38 1,212 34 1,246 1,073 25 1,098 23 1,121 Total 1,966 51 2,017 46 2,063 2,363 68 2,431 61 2,492
Total Approaches
Approach 5,290 102 5,392 70 5,462 6,279 136 6,415 93 6,508 Departure 5,290 102 5,392 70 5,462 6,279 136 6,415 93 6,508 Total 10,580 204 10,784 140 10,924 12,558 272 12,830 186 13,016 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2187
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
4 Minnewawa Avenue/International Avenue
NBL 437 0 437 3 440 174 0 174 2 176
NBT 238 0 238 6 244 254 0 254 4 258
NBR 0 0 0 0 0 37 0 37 0 37
SBL 0 0 0 0 0 0 0 0 0 0
SBT 291 0 291 2 293 268 0 268 7 275
SBR 29 0 29 0 29 30 0 30 0 30
EBL 5 0 5 0 5 70 0 70 0 70
EBT 2 0 2 0 2 2 0 2 0 2
EBR 146 0 146 1 147 155 0 155 3 158
WBL 0 0 0 0 0 0 0 0 0 0
WBT 50 0 50 0 50 2 0 2 0 2
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 320 0 320 2 322 298 0 298 7 305
Departure 243 0 243 6 249 324 0 324 4 328
Total 563 0 563 8 571 622 0 622 11 633
South Leg
Approach 675 0 675 9 684 465 0 465 6 471
Departure 437 0 437 3 440 423 0 423 10 433
Total 1,112 0 1,112 12 1,124 888 0 888 16 904
East Leg
Approach 50 0 50 0 50 2 0 2 0 2
Departure 2 0 2 0 2 39 0 39 0 39
Total 52 0 52 0 52 41 0 41 0 41
West Leg
Approach 153 0 153 1 154 227 0 227 3 230
Departure 516 0 516 3 519 206 0 206 2 208
Total 669 0 669 4 673 433 0 433 5 438
Total Approaches
Approach 1,198 0 1,198 12 1,210 992 0 992 16 1,008
Departure 1,198 0 1,198 12 1,210 992 0 992 16 1,008
Total 2,396 0 2,396 24 2,420 1,984 0 1,984 32 2,016
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2188
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
5 Minnewawa Avenue/Behymer Avenue
NBL 115 0 115 0 115 149 0 149 0 149
NBT 269 0 269 0 269 430 0 430 0 430
NBR 12 0 12 0 12 28 0 28 0 28
SBL 163 0 163 3 166 193 0 193 10 203
SBT 589 0 589 0 589 254 0 254 0 254
SBR 8 0 8 0 8 3 0 3 0 3
EBL 3 0 3 0 3 7 0 7 0 7
EBT 127 1 128 5 133 353 4 357 17 374
EBR 96 0 96 0 96 101 0 101 0 101
WBL 43 0 43 0 43 18 0 18 0 18
WBT 508 3 511 15 526 206 2 208 10 218
WBR 371 0 371 9 380 154 0 154 6 160
North Leg
Approach 760 0 760 3 763 450 0 450 10 460
Departure 643 0 643 9 652 591 0 591 6 597
Total 1,403 0 1,403 12 1,415 1,041 0 1,041 16 1,057
South Leg
Approach 396 0 396 0 396 607 0 607 0 607
Departure 728 0 728 0 728 373 0 373 0 373
Total 1,124 0 1,124 0 1,124 980 0 980 0 980
East Leg
Approach 922 3 925 24 949 378 2 380 16 396
Departure 302 1 303 8 311 574 4 578 27 605
Total 1,224 4 1,228 32 1,260 952 6 958 43 1,001
West Leg
Approach 226 1 227 5 232 461 4 465 17 482
Departure 631 3 634 15 649 358 2 360 10 370
Total 857 4 861 20 881 819 6 825 27 852
Total Approaches
Approach 2,304 4 2,308 32 2,340 1,896 6 1,902 43 1,945
Departure 2,304 4 2,308 32 2,340 1,896 6 1,902 43 1,945 Total 4,608 8 4,616 64 4,680 3,792 12 3,804 86 3,890
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2189
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
6 Minnewawa Avenue/Shepherd Avenue
NBL 218 0 218 0 218 313 0 313 0 313
NBT 310 0 310 0 310 681 0 681 0 681
NBR 70 14 84 8 92 80 46 126 28 154
SBL 331 0 331 0 331 159 0 159 0 159
SBT 892 0 892 0 892 504 0 504 0 504
SBR 123 0 123 0 123 108 0 108 0 108
EBL 88 0 88 0 88 144 0 144 0 144
EBT 653 27 680 19 699 870 89 959 63 1,022
EBR 364 0 364 0 364 218 0 218 0 218
WBL 86 41 127 25 152 63 28 91 17 108
WBT 620 79 699 55 754 817 53 870 37 907
WBR 140 0 140 0 140 211 0 211 0 211
North Leg
Approach 1,346 0 1,346 0 1,346 771 0 771 0 771
Departure 538 0 538 0 538 1,036 0 1,036 0 1,036
Total 1,884 0 1,884 0 1,884 1,807 0 1,807 0 1,807
South Leg
Approach 598 14 612 8 620 1,074 46 1,120 28 1,148
Departure 1,342 41 1,383 25 1,408 785 28 813 17 830
Total 1,940 55 1,995 33 2,028 1,859 74 1,933 45 1,978
East Leg
Approach 846 120 966 80 1,046 1,091 81 1,172 54 1,226
Departure 1,054 41 1,095 27 1,122 1,109 135 1,244 91 1,335 Total 1,900 161 2,061 107 2,168 2,200 216 2,416 145 2,561 West Leg
Approach 1,105 27 1,132 19 1,151 1,232 89 1,321 63 1,384 Departure 961 79 1,040 55 1,095 1,238 53 1,291 37 1,328 Total 2,066 106 2,172 74 2,246 2,470 142 2,612 100 2,712 Total Approaches
Approach 3,895 161 4,056 107 4,163 4,168 216 4,384 145 4,529 Departure 3,895 161 4,056 107 4,163 4,168 216 4,384 145 4,529 Total 7,790 322 8,112 214 8,326 8,336 432 8,768 290 9,058 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2190
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
7 Clovis Avenue/Behymer Avenue
NBL 118 0 118 0 118 178 0 178 0 178
NBT 172 0 172 0 172 522 0 522 0 522
NBR 53 0 53 0 53 139 0 139 0 139
SBL 164 0 164 0 164 176 0 176 0 176
SBT 450 0 450 0 450 384 0 384 0 384
SBR 33 0 33 0 33 10 0 10 0 10
EBL 18 0 18 0 18 11 0 11 0 11
EBT 264 1 265 8 273 328 4 332 28 360
EBR 171 0 171 0 171 80 0 80 0 80
WBL 211 0 211 0 211 46 0 46 0 46
WBT 561 3 564 25 589 224 2 226 17 243
WBR 217 0 217 0 217 112 0 112 0 112
North Leg
Approach 647 0 647 0 647 570 0 570 0 570
Departure 407 0 407 0 407 645 0 645 0 645
Total 1,054 0 1,054 0 1,054 1,215 0 1,215 0 1,215
South Leg
Approach 343 0 343 0 343 839 0 839 0 839
Departure 832 0 832 0 832 510 0 510 0 510
Total 1,175 0 1,175 0 1,175 1,349 0 1,349 0 1,349
East Leg
Approach 989 3 992 25 1,017 382 2 384 17 401
Departure 481 1 482 8 490 643 4 647 28 675
Total 1,470 4 1,474 33 1,507 1,025 6 1,031 45 1,076
West Leg
Approach 453 1 454 8 462 419 4 423 28 451
Departure 712 3 715 25 740 412 2 414 17 431
Total 1,165 4 1,169 33 1,202 831 6 837 45 882
Total Approaches
Approach 2,432 4 2,436 33 2,469 2,210 6 2,216 45 2,261
Departure 2,432 4 2,436 33 2,469 2,210 6 2,216 45 2,261 Total 4,864 8 4,872 66 4,938 4,420 12 4,432 90 4,522
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2191
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
8 Clovis Avenue/Baron Avenue
NBL 87 0 87 0 87 32 0 32 0 32
NBT 455 0 455 0 455 947 0 947 0 947
NBR 84 0 84 96 180 99 0 99 317 416
SBL 30 0 30 0 30 61 0 61 0 61
SBT 826 0 826 0 826 526 0 526 0 526
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 0 0 0 0 0 0 0
WBL 51 0 51 279 330 108 0 108 188 296
WBT 0 0 0 0 0 0 0 0 0 0
WBR 36 0 36 0 36 9 0 9 0 9
North Leg
Approach 856 0 856 0 856 587 0 587 0 587
Departure 491 0 491 0 491 956 0 956 0 956
Total 1,347 0 1,347 0 1,347 1,543 0 1,543 0 1,543
South Leg
Approach 626 0 626 96 722 1,078 0 1,078 317 1,395
Departure 877 0 877 279 1,156 634 0 634 188 822
Total 1,503 0 1,503 375 1,878 1,712 0 1,712 505 2,217
East Leg
Approach 87 0 87 279 366 117 0 117 188 305
Departure 114 0 114 96 210 160 0 160 317 477
Total 201 0 201 375 576 277 0 277 505 782
West Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 87 0 87 0 87 32 0 32 0 32
Total 87 0 87 0 87 32 0 32 0 32
Total Approaches
Approach 1,569 0 1,569 375 1,944 1,782 0 1,782 505 2,287 Departure 1,569 0 1,569 375 1,944 1,782 0 1,782 505 2,287 Total 3,138 0 3,138 750 3,888 3,564 0 3,564 1,010 4,574 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2192
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
9 Clovis Avenue/Shepherd Avenue
NBL 117 0 117 0 117 222 0 222 0 222
NBT 142 0 142 55 197 495 0 495 181 676
NBR 146 27 173 0 173 277 89 366 0 366
SBL 119 0 119 40 159 109 0 109 27 136
SBT 437 0 437 160 597 165 0 165 108 273
SBR 206 0 206 80 286 107 0 107 54 161
EBL 82 0 82 28 110 101 0 101 90 191
EBT 675 41 716 0 716 763 136 899 0 899
EBR 210 0 210 0 210 163 0 163 0 163
WBL 239 78 317 0 317 234 53 287 0 287
WBT 555 120 675 0 675 833 81 914 0 914
WBR 152 0 152 14 166 102 0 102 45 147
North Leg
Approach 762 0 762 280 1,042 381 0 381 189 570
Departure 376 0 376 97 473 698 0 698 316 1,014
Total 1,138 0 1,138 377 1,515 1,079 0 1,079 505 1,584
South Leg
Approach 405 27 432 55 487 994 89 1,083 181 1,264
Departure 886 78 964 160 1,124 562 53 615 108 723
Total 1,291 105 1,396 215 1,611 1,556 142 1,698 289 1,987 East Leg
Approach 946 198 1,144 14 1,158 1,169 134 1,303 45 1,348 Departure 940 68 1,008 40 1,048 1,149 225 1,374 27 1,401 Total 1,886 266 2,152 54 2,206 2,318 359 2,677 72 2,749 West Leg
Approach 967 41 1,008 28 1,036 1,027 136 1,163 90 1,253 Departure 878 120 998 80 1,078 1,162 81 1,243 54 1,297
Total 1,845 161 2,006 108 2,114 2,189 217 2,406 144 2,550 Total Approaches
Approach 3,080 266 3,346 377 3,723 3,571 359 3,930 505 4,435 Departure 3,080 266 3,346 377 3,723 3,571 359 3,930 505 4,435 Total 6,160 532 6,692 754 7,446 7,142 718 7,860 1,010 8,870 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2193
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
10 Clovis Avenue/Teague Avenue
NBL 283 0 283 0 283 165 0 165 0 165
NBT 380 25 405 51 456 943 82 1,025 167 1,192
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 761 72 833 147 980 482 49 531 99 630
SBR 283 6 289 12 301 65 4 69 8 77
EBL 79 2 81 4 85 140 7 147 14 161
EBT 0 0 0 0 0 0 0 0 0 0
EBR 234 0 234 0 234 108 0 108 0 108
WBL 0 0 0 0 0 0 0 0 0 0
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 1,044 78 1,122 159 1,281 547 53 600 107 707
Departure 459 27 486 55 541 1,083 89 1,172 181 1,353
Total 1,503 105 1,608 214 1,822 1,630 142 1,772 288 2,060 South Leg
Approach 663 25 688 51 739 1,108 82 1,190 167 1,357
Departure 995 72 1,067 147 1,214 590 49 639 99 738
Total 1,658 97 1,755 198 1,953 1,698 131 1,829 266 2,095 East Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
West Leg
Approach 313 2 315 4 319 248 7 255 14 269
Departure 566 6 572 12 584 230 4 234 8 242
Total 879 8 887 16 903 478 11 489 22 511
Total Approaches
Approach 2,020 105 2,125 214 2,339 1,903 142 2,045 288 2,333 Departure 2,020 105 2,125 214 2,339 1,903 142 2,045 288 2,333 Total 4,040 210 4,250 428 4,678 3,806 284 4,090 576 4,666 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2194
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
11 Clovis Avenue/Nees Avenue
NBL 161 0 161 0 161 328 0 328 0 328
NBT 401 25 426 41 467 697 82 779 136 915
NBR 21 0 21 0 21 48 0 48 0 48
SBL 115 0 115 0 115 110 0 110 0 110
SBT 660 72 732 120 852 454 49 503 81 584
SBR 108 0 108 28 136 31 0 31 19 50
EBL 61 0 61 10 71 70 0 70 31 101
EBT 399 1 400 0 400 590 4 594 0 594
EBR 358 0 358 0 358 413 0 413 0 413
WBL 37 32 69 0 69 33 21 54 0 54
WBT 468 3 471 0 471 469 2 471 0 471
WBR 233 0 233 0 233 351 0 351 0 351
North Leg
Approach 883 72 955 148 1,103 595 49 644 100 744
Departure 695 25 720 51 771 1,118 82 1,200 167 1,367
Total 1,578 97 1,675 199 1,874 1,713 131 1,844 267 2,111 South Leg
Approach 583 25 608 41 649 1,073 82 1,155 136 1,291
Departure 1,055 104 1,159 120 1,279 900 70 970 81 1,051 Total 1,638 129 1,767 161 1,928 1,973 152 2,125 217 2,342 East Leg
Approach 738 35 773 0 773 853 23 876 0 876
Departure 535 1 536 0 536 748 4 752 0 752
Total 1,273 36 1,309 0 1,309 1,601 27 1,628 0 1,628
West Leg
Approach 818 1 819 10 829 1,073 4 1,077 31 1,108
Departure 737 3 740 28 768 828 2 830 19 849
Total 1,555 4 1,559 38 1,597 1,901 6 1,907 50 1,957
Total Approaches
Approach 3,022 133 3,155 199 3,354 3,594 158 3,752 267 4,019 Departure 3,022 133 3,155 199 3,354 3,594 158 3,752 267 4,019 Total 6,044 266 6,310 398 6,708 7,188 316 7,504 534 8,038 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2195
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
12 Clovis Avenue/Alluvial Avenue
NBL 279 0 279 0 279 261 0 261 0 261
NBT 459 25 484 39 523 1,001 82 1,083 129 1,212
NBR 91 0 91 0 91 90 0 90 0 90
SBL 162 0 162 0 162 125 0 125 0 125
SBT 946 104 1,050 114 1,164 754 70 824 77 901
SBR 57 0 57 6 63 28 0 28 4 32
EBL 14 0 14 2 16 16 0 16 7 23
EBT 291 1 292 0 292 400 4 404 0 404
EBR 193 0 193 0 193 185 0 185 0 185
WBL 46 0 46 0 46 38 0 38 0 38
WBT 416 3 419 0 419 336 2 338 0 338
WBR 109 0 109 0 109 122 0 122 0 122
North Leg
Approach 1,165 104 1,269 120 1,389 907 70 977 81 1,058
Departure 582 25 607 41 648 1,139 82 1,221 136 1,357
Total 1,747 129 1,876 161 2,037 2,046 152 2,198 217 2,415 South Leg
Approach 829 25 854 39 893 1,352 82 1,434 129 1,563
Departure 1,185 104 1,289 114 1,403 977 70 1,047 77 1,124 Total 2,014 129 2,143 153 2,296 2,329 152 2,481 206 2,687 East Leg
Approach 571 3 574 0 574 496 2 498 0 498
Departure 544 1 545 0 545 615 4 619 0 619
Total 1,115 4 1,119 0 1,119 1,111 6 1,117 0 1,117
West Leg
Approach 498 1 499 2 501 601 4 605 7 612
Departure 752 3 755 6 761 625 2 627 4 631
Total 1,250 4 1,254 8 1,262 1,226 6 1,232 11 1,243
Total Approaches
Approach 3,063 133 3,196 161 3,357 3,356 158 3,514 217 3,731 Departure 3,063 133 3,196 161 3,357 3,356 158 3,514 217 3,731 Total 6,126 266 6,392 322 6,714 6,712 316 7,028 434 7,462 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2196
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
13 State Route 168 Westbound Ramps/Herndon Avenue
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 0 0 0 0 0 0 0
SBL 78 0 78 0 78 77 0 77 0 77
SBT 0 0 0 0 0 0 0 0 0 0
SBR 787 0 787 0 787 406 0 406 0 406
EBL 0 0 0 0 0 0 0 0 0 0
EBT 1,232 2 1,234 2 1,236 1,839 7 1,846 7 1,853
EBR 899 0 899 0 899 609 0 609 0 609
WBL 0 0 0 0 0 0 0 0 0 0
WBT 1,692 6 1,698 6 1,704 2,283 4 2,287 4 2,291
WBR 774 85 859 74 933 722 57 779 50 829
North Leg
Approach 865 0 865 0 865 483 0 483 0 483
Departure 774 85 859 74 933 722 57 779 50 829
Total 1,639 85 1,724 74 1,798 1,205 57 1,262 50 1,312
South Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 899 0 899 0 899 609 0 609 0 609
Total 899 0 899 0 899 609 0 609 0 609
East Leg
Approach 2,466 91 2,557 80 2,637 3,005 61 3,066 54 3,120 Departure 1,310 2 1,312 2 1,314 1,916 7 1,923 7 1,930
Total 3,776 93 3,869 82 3,951 4,921 68 4,989 61 5,050
West Leg
Approach 2,131 2 2,133 2 2,135 2,448 7 2,455 7 2,462
Departure 2,479 6 2,485 6 2,491 2,689 4 2,693 4 2,697
Total 4,610 8 4,618 8 4,626 5,137 11 5,148 11 5,159
Total Approaches
Approach 5,462 93 5,555 82 5,637 5,936 68 6,004 61 6,065 Departure 5,462 93 5,555 82 5,637 5,936 68 6,004 61 6,065 Total 10,924 186 11,110 164 11,274 11,872 136 12,008 122 12,130 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2197
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
14 State Route 168 Eastbound Ramps/Herndon Avenue
NBL 486 0 486 0 486 788 0 788 0 788
NBT 0 0 0 0 0 0 0 0 0 0
NBR 585 19 604 25 629 874 61 935 84 1,019
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 1,076 2 1,078 2 1,080 1,519 7 1,526 7 1,533
EBR 234 0 234 0 234 397 0 397 0 397
WBL 0 0 0 0 0 0 0 0 0 0
WBT 1,980 91 2,071 80 2,151 2,217 61 2,278 54 2,332
WBR 93 0 93 0 93 214 0 214 0 214
North Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 93 0 93 0 93 214 0 214 0 214
Total 93 0 93 0 93 214 0 214 0 214
South Leg
Approach 1,071 19 1,090 25 1,115 1,662 61 1,723 84 1,807 Departure 234 0 234 0 234 397 0 397 0 397
Total 1,305 19 1,324 25 1,349 2,059 61 2,120 84 2,204
East Leg
Approach 2,073 91 2,164 80 2,244 2,431 61 2,492 54 2,546 Departure 1,661 21 1,682 27 1,709 2,393 68 2,461 91 2,552 Total 3,734 112 3,846 107 3,953 4,824 129 4,953 145 5,098 West Leg
Approach 1,310 2 1,312 2 1,314 1,916 7 1,923 7 1,930
Departure 2,466 91 2,557 80 2,637 3,005 61 3,066 54 3,120 Total 3,776 93 3,869 82 3,951 4,921 68 4,989 61 5,050
Total Approaches
Approach 4,454 112 4,566 107 4,673 6,009 129 6,138 145 6,283 Departure 4,454 112 4,566 107 4,673 6,009 129 6,138 145 6,283 Total 8,908 224 9,132 214 9,346 12,018 258 12,276 290 12,566 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2198
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
15 Clovis Avenue/Herndon Avenue
NBL 380 0 380 0 380 609 0 609 0 609
NBT 443 3 446 8 454 575 11 586 28 614
NBR 158 0 158 0 158 320 0 320 0 320
SBL 194 3 197 9 206 323 2 325 6 331
SBT 445 9 454 25 479 355 6 361 17 378
SBR 581 91 672 80 752 399 61 460 54 514
EBL 361 21 382 28 410 545 68 613 90 703
EBT 936 0 936 0 936 1,499 0 1,499 0 1,499
EBR 364 0 364 0 364 349 0 349 0 349
WBL 196 0 196 0 196 326 0 326 0 326
WBT 1,112 0 1,112 0 1,112 1,423 0 1,423 0 1,423
WBR 182 1 183 3 186 198 4 202 10 212
North Leg
Approach 1,220 103 1,323 114 1,437 1,077 69 1,146 77 1,223 Departure 986 25 1,011 39 1,050 1,318 83 1,401 128 1,529 Total 2,206 128 2,334 153 2,487 2,395 152 2,547 205 2,752 South Leg
Approach 981 3 984 8 992 1,504 11 1,515 28 1,543
Departure 1,005 9 1,014 25 1,039 1,030 6 1,036 17 1,053 Total 1,986 12 1,998 33 2,031 2,534 17 2,551 45 2,596
East Leg
Approach 1,490 1 1,491 3 1,494 1,947 4 1,951 10 1,961
Departure 1,288 3 1,291 9 1,300 2,142 2 2,144 6 2,150
Total 2,778 4 2,782 12 2,794 4,089 6 4,095 16 4,111
West Leg
Approach 1,661 21 1,682 28 1,710 2,393 68 2,461 90 2,551 Departure 2,073 91 2,164 80 2,244 2,431 61 2,492 54 2,546 Total 3,734 112 3,846 108 3,954 4,824 129 4,953 144 5,097 Total Approaches
Approach 5,352 128 5,480 153 5,633 6,921 152 7,073 205 7,278 Departure 5,352 128 5,480 153 5,633 6,921 152 7,073 205 7,278 Total 10,704 256 10,960 306 11,266 13,842 304 14,146 410 14,556 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2199
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
16 Baron Avenue/Behymer Avenue
NBL 200 0 200 25 225 115 0 115 17 132
NBT 0 0 0 0 0 0 0 0 0 0
NBR 19 0 19 3 22 9 0 9 2 11
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 260 1 261 0 261 218 4 222 0 222
EBR 158 0 158 8 166 225 0 225 28 253
WBL 18 0 18 1 19 16 0 16 3 19
WBT 538 3 541 0 541 228 2 230 0 230
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
South Leg
Approach 219 0 219 28 247 124 0 124 19 143
Departure 176 0 176 9 185 241 0 241 31 272
Total 395 0 395 37 432 365 0 365 50 415
East Leg
Approach 556 3 559 1 560 244 2 246 3 249
Departure 279 1 280 3 283 227 4 231 2 233
Total 835 4 839 4 843 471 6 477 5 482
West Leg
Approach 418 1 419 8 427 443 4 447 28 475
Departure 738 3 741 25 766 343 2 345 17 362
Total 1,156 4 1,160 33 1,193 786 6 792 45 837
Total Approaches
Approach 1,193 4 1,197 37 1,234 811 6 817 50 867
Departure 1,193 4 1,197 37 1,234 811 6 817 50 867
Total 2,386 8 2,394 74 2,468 1,622 12 1,634 100 1,734
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2200
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
17 Baron Avenue/Perrin Avenue
NBL 0 0 0 36 36 0 0 0 118 118
NBT 8 0 8 60 68 11 0 11 198 209
NBR 26 0 26 0 26 89 0 89 0 89
SBL 181 0 181 0 181 249 0 249 0 249
SBT 8 0 8 175 183 8 0 8 118 126
SBR 0 0 0 3 3 0 0 0 10 10
EBL 0 0 0 9 9 0 0 0 6 6
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 104 104 0 0 0 70 70
WBL 28 0 28 0 28 9 0 9 0 9
WBT 0 0 0 0 0 0 0 0 0 0
WBR 202 0 202 0 202 105 0 105 0 105
North Leg
Approach 189 0 189 178 367 257 0 257 128 385
Departure 210 0 210 69 279 116 0 116 204 320
Total 399 0 399 247 646 373 0 373 332 705
South Leg
Approach 34 0 34 96 130 100 0 100 316 416
Departure 36 0 36 279 315 17 0 17 188 205
Total 70 0 70 375 445 117 0 117 504 621
East Leg
Approach 230 0 230 0 230 114 0 114 0 114
Departure 207 0 207 0 207 338 0 338 0 338
Total 437 0 437 0 437 452 0 452 0 452
West Leg
Approach 0 0 0 113 113 0 0 0 76 76
Departure 0 0 0 39 39 0 0 0 128 128
Total 0 0 0 152 152 0 0 0 204 204
Total Approaches
Approach 453 0 453 387 840 471 0 471 520 991
Departure 453 0 453 387 840 471 0 471 520 991
Total 906 0 906 774 1,680 942 0 942 1,040 1,982
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2201
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
18 Sunnyside Avenue/Shepherd Avenue
NBL 112 0 112 3 115 182 0 182 10 192
NBT 82 4 86 0 86 286 14 300 0 300
NBR 40 11 51 0 51 40 36 76 0 76
SBL 310 22 332 0 332 153 15 168 0 168
SBT 397 44 441 0 441 157 30 187 0 187
SBR 413 66 479 0 479 341 45 386 0 386
EBL 199 23 222 0 222 353 75 428 0 428
EBT 697 46 743 31 774 751 150 901 21 922
EBR 195 0 195 9 204 162 0 162 6 168
WBL 37 32 69 0 69 43 21 64 0 64
WBT 607 132 739 11 750 831 89 920 35 955
WBR 91 8 99 0 99 309 25 334 0 334
North Leg
Approach 1,120 132 1,252 0 1,252 651 90 741 0 741
Departure 372 35 407 0 407 948 114 1,062 0 1,062
Total 1,492 167 1,659 0 1,659 1,599 204 1,803 0 1,803
South Leg
Approach 234 15 249 3 252 508 50 558 10 568
Departure 629 76 705 9 714 362 51 413 6 419
Total 863 91 954 12 966 870 101 971 16 987
East Leg
Approach 735 172 907 11 918 1,183 135 1,318 35 1,353
Departure 1,047 79 1,126 31 1,157 944 201 1,145 21 1,166 Total 1,782 251 2,033 42 2,075 2,127 336 2,463 56 2,519 West Leg
Approach 1,091 69 1,160 40 1,200 1,266 225 1,491 27 1,518 Departure 1,132 198 1,330 14 1,344 1,354 134 1,488 45 1,533 Total 2,223 267 2,490 54 2,544 2,620 359 2,979 72 3,051 Total Approaches
Approach 3,180 388 3,568 54 3,622 3,608 500 4,108 72 4,180 Departure 3,180 388 3,568 54 3,622 3,608 500 4,108 72 4,180 Total 6,360 776 7,136 108 7,244 7,216 1,000 8,216 144 8,360 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2202
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
19 Fowler Avenue/Shepherd Avenue
NBL 197 16 213 4 217 265 54 319 14 333
NBT 100 0 100 0 100 370 0 370 0 370
NBR 40 0 40 0 40 108 0 108 0 108
SBL 342 0 342 0 342 155 0 155 0 155
SBT 518 16 534 0 534 230 11 241 0 241
SBR 32 0 32 0 32 38 0 38 0 38
EBL 53 0 53 0 53 54 0 54 0 54
EBT 663 22 685 18 703 586 15 601 12 613
EBR 270 0 270 12 282 161 0 161 8 169
WBL 75 0 75 0 75 72 0 72 0 72
WBT 455 8 463 6 469 644 25 669 21 690
WBR 386 0 386 0 386 282 0 282 0 282
North Leg
Approach 892 16 908 0 908 423 11 434 0 434
Departure 539 0 539 0 539 706 0 706 0 706
Total 1,431 16 1,447 0 1,447 1,129 11 1,140 0 1,140
South Leg
Approach 337 16 353 4 357 743 54 797 14 811
Departure 863 16 879 12 891 463 11 474 8 482
Total 1,200 32 1,232 16 1,248 1,206 65 1,271 22 1,293
East Leg
Approach 916 8 924 6 930 998 25 1,023 21 1,044
Departure 1,045 22 1,067 18 1,085 849 15 864 12 876
Total 1,961 30 1,991 24 2,015 1,847 40 1,887 33 1,920
West Leg
Approach 986 22 1,008 30 1,038 801 15 816 20 836
Departure 684 24 708 10 718 947 79 1,026 35 1,061
Total 1,670 46 1,716 40 1,756 1,748 94 1,842 55 1,897
Total Approaches
Approach 3,131 62 3,193 40 3,233 2,965 105 3,070 55 3,125 Departure 3,131 62 3,193 40 3,233 2,965 105 3,070 55 3,125 Total 6,262 124 6,386 80 6,466 5,930 210 6,140 110 6,250 P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2203
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
21 Hammel Avenue/Project Driveway 2
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 3 3 0 0 0 10 10
NBR 0 0 0 11 11 0 0 0 35 35
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 9 9 0 0 0 6 6
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 31 31 0 0 0 21 21
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 0 0 0 9 9 0 0 0 6 6
Departure 0 0 0 3 3 0 0 0 10 10
Total 0 0 0 12 12 0 0 0 16 16
South Leg
Approach 0 0 0 14 14 0 0 0 45 45
Departure 0 0 0 40 40 0 0 0 27 27
Total 0 0 0 54 54 0 0 0 72 72
East Leg
Approach 0 0 0 31 31 0 0 0 21 21
Departure 0 0 0 11 11 0 0 0 35 35
Total 0 0 0 42 42 0 0 0 56 56
West Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Total Approaches
Approach 0 0 0 54 54 0 0 0 72 72
Departure 0 0 0 54 54 0 0 0 72 72
Total 0 0 0 108 108 0 0 0 144 144
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2205
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
22 Project Driveway 3/Perrin Avenue
NBL 0 0 0 0 0 0 0 0 0 0
NBT 0 0 0 0 0 0 0 0 0 0
NBR 0 0 0 74 74 0 0 0 50 50
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 40 40 0 0 0 27 27
EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 25 25 0 0 0 84 84
WBT 0 0 0 14 14 0 0 0 45 45
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
South Leg
Approach 0 0 0 74 74 0 0 0 50 50
Departure 0 0 0 25 25 0 0 0 84 84
Total 0 0 0 99 99 0 0 0 134 134
East Leg
Approach 0 0 0 39 39 0 0 0 129 129
Departure 0 0 0 114 114 0 0 0 77 77
Total 0 0 0 153 153 0 0 0 206 206
West Leg
Approach 0 0 0 40 40 0 0 0 27 27
Departure 0 0 0 14 14 0 0 0 45 45
Total 0 0 0 54 54 0 0 0 72 72
Total Approaches
Approach 0 0 0 153 153 0 0 0 206 206
Departure 0 0 0 153 153 0 0 0 206 206
Total 0 0 0 306 306 0 0 0 412 412
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2206
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
23 Baron Avenue/Project Driveway 4
NBL 0 0 0 19 19 0 0 0 63 63
NBT 4 0 219 21 240 9 0 124 14 138
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 9 0 176 7 183 8 0 241 24 265
SBR 0 0 0 2 2 0 0 0 7 7
EBL 0 0 0 6 6 0 0 0 4 4
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 55 55 0 0 0 37 37
WBL 0 0 0 0 0 0 0 0 0 0
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 9 0 176 9 185 8 0 241 31 272
Departure 4 0 219 27 246 9 0 124 18 142
Total 13 0 395 36 431 17 0 365 49 414
South Leg
Approach 4 0 219 40 259 9 0 124 77 201
Departure 9 0 176 62 238 8 0 241 61 302
Total 13 0 395 102 497 17 0 365 138 503
East Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
West Leg
Approach 0 0 0 61 61 0 0 0 41 41
Departure 0 0 0 21 21 0 0 0 70 70
Total 0 0 0 82 82 0 0 0 111 111
Total Approaches
Approach 13 0 395 110 505 17 0 365 149 514
Departure 13 0 395 110 505 17 0 365 149 514
Total 26 0 790 220 1,010 34 0 730 298 1,028
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2207
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
24 Baron Avenue/Project Driveway 5
NBL 0 0 0 20 20 0 0 0 66 66
NBT 4 0 219 34 253 9 0 124 73 197
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 7 0 176 60 236 8 0 241 54 295
SBR 0 0 0 2 2 0 0 0 7 7
EBL 0 0 0 6 6 0 0 0 4 4
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 58 58 0 0 0 39 39
WBL 0 0 0 0 0 0 0 0 0 0
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 7 0 176 62 238 8 0 241 61 302
Departure 4 0 219 40 259 9 0 124 77 201
Total 11 0 395 102 497 17 0 365 138 503
South Leg
Approach 4 0 219 54 273 9 0 124 139 263
Departure 7 0 176 118 294 8 0 241 93 334
Total 11 0 395 172 567 17 0 365 232 597
East Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
West Leg
Approach 0 0 0 64 64 0 0 0 43 43
Departure 0 0 0 22 22 0 0 0 73 73
Total 0 0 0 86 86 0 0 0 116 116
Total Approaches
Approach 11 0 395 180 575 17 0 365 243 608
Departure 11 0 395 180 575 17 0 365 243 608
Total 22 0 790 360 1,150 34 0 730 486 1,216
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2208
AGENDA ITEM NO. 13.

Cumulative Shepherd Final Cumulative Cumulative Cumulative Shepherd Final Cumulative Cumulative (2046) North (2046) Project (2046) (2046) North (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
25 Baron Avenue/Project Driveway 6
NBL 0 0 0 21 21 0 0 0 70 70
NBT 4 0 210 48 258 9 0 116 135 251
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 7 0 189 117 306 8 0 257 87 344
SBR 0 0 0 2 2 0 0 0 7 7
EBL 0 0 0 6 6 0 0 0 4 4
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 61 61 0 0 0 41 41
WBL 0 0 0 0 0 0 0 0 0 0
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 7 0 189 119 308 8 0 257 94 351
Departure 4 0 210 54 264 9 0 116 139 255
Total 11 0 399 173 572 17 0 373 233 606
South Leg
Approach 4 0 210 69 279 9 0 116 205 321
Departure 7 0 189 178 367 8 0 257 128 385
Total 11 0 399 247 646 17 0 373 333 706
East Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
West Leg
Approach 0 0 0 67 67 0 0 0 45 45
Departure 0 0 0 23 23 0 0 0 77 77
Total 0 0 0 90 90 0 0 0 122 122
Total Approaches
Approach 11 0 399 255 654 17 0 373 344 717
Departure 11 0 399 255 654 17 0 373 344 717
Total 22 0 798 510 1,308 34 0 746 688 1,434
P:\CIT2201‐TM 6343\PRODUCTS\Traffic\March 2023\model.xlsx\2046 TM (3/15/2023) 2209
AGENDA ITEM NO. 13.

T RAN S P O R T A T I O N I M P A C T A N A L Y S I S
A U G U S T 2 0 2 3
T R A C T MAP 6 3 4 3 P R O J E C T

CL O V I S , C A L I F O R N I A
P:\CIT2201-TM 6343\PRODUCTS\Traffic\March 2023\Reports\Tract Map 6343 Project TIA_August 2023.docx (08/25/23)

APPENDIX E

LEVEL OF SERVICE WORKSHEETS
2210
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 1: Willow Avenue & International Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 22 70 193 14 267 53 349 293 14 62 430 86 Future Volume (veh/h) 22 70 193 14 267 53 349 293 14 62 430 86 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 1885 1885 1885 1870 1870 1870 1885 1885 1885 1870 1870 1870 Adj Flow Rate, veh/h 29 92 254 18 351 70 459 386 18 82 566 113 Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Percent Heavy Veh, % 111222111222
Cap, veh/h 71 445 377 52 414 351 353 1874 836 103 2410 748 Arrive On Green 0.04 0.24 0.24 0.03 0.22 0.22 0.03 0.17 0.17 0.06 0.47 0.47 Sat Flow, veh/h 1795 1885 1598 1781 1870 1585 3483 3582 1598 1781 5106 1585 Grp Volume(v), veh/h 29 92 254 18 351 70 459 386 18 82 566 113 Grp Sat Flow(s),veh/h/ln 1795 1885 1598 1781 1870 1585 1742 1791 1598 1781 1702 1585 Q Serve(g_s), s 2.1 5.3 19.5 1.3 24.3 4.9 13.7 12.5 1.3 6.1 8.9 5.5 Cycle Q Clear(g_c), s 2.1 5.3 19.5 1.3 24.3 4.9 13.7 12.5 1.3 6.1 8.9 5.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 71 445 377 52 414 351 353 1874 836 103 2410 748 V/C Ratio(X) 0.41 0.21 0.67 0.35 0.85 0.20 1.30 0.21 0.02 0.80 0.23 0.15 Avail Cap(c_a), veh/h 205 617 523 211 612 519 353 1874 836 194 2410 748 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.3 41.4 46.9 64.3 50.4 42.8 65.2 31.8 27.2 62.8 21.2 20.3 Incr Delay (d2), s/veh 1.4 0.5 4.9 1.5 9.8 0.5 153.0 0.2 0.0 5.2 0.2 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 2.6 8.3 0.6 12.5 2.0 13.9 5.9 0.5 2.9 3.4 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.7 42.0 51.7 65.8 60.2 43.3 218.3 32.0 27.2 68.0 21.4 20.7 LnGrp LOS E D D E E D F C C E C C
Approach Vol, veh/h 375 439 863 761
Approach Delay, s/veh 50.3 57.7 131.0 26.3
Approach LOS D E F C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 69.4 9.9 35.7 13.1 76.3 7.9 37.7 Change Period (Y+Rc), s 6.3 5.7 4.6 5.8 5.3 5.7 4.0 5.8 Max Green Setting (Gmax), s 13.7 39.3 15.4 44.2 14.7 39.3 16.0 44.2 Max Q Clear Time (g_c+I1), s 15.7 10.9 4.1 26.3 8.1 14.5 3.3 21.5 Green Ext Time (p_c), s 0.0 9.5 0.0 3.6 0.0 5.3 0.0 3.1 Intersection Summary
HCM 6th Ctrl Delay 72.7
HCM 6th LOS E
2211
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 2: Willow Avenue & Behymer Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 67 125 203 16 128 43 84 552 16 44 576 74 Future Volume (veh/h) 67 125 203 16 128 43 84 552 16 44 576 74 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 0.98 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 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 85 158 257 20 162 54 106 699 20 56 729 94 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh, % 2 22333222111
Cap, veh/h 106 357 302 55 201 67 129 2871 891 93 2788 845 Arrive On Green 0.06 0.19 0.19 0.03 0.15 0.15 0.07 0.56 0.56 0.10 1.00 1.00 Sat Flow, veh/h 1781 1870 1585 1767 1332 444 1781 5106 1585 1795 5147 1560 Grp Volume(v), veh/h 85 158 257 20 0 216 106 699 20 56 729 94 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1767 0 1776 1781 1702 1585 1795 1716 1560 Q Serve(g_s), s 6.4 10.1 21.1 1.5 0.0 15.9 7.9 9.4 0.8 4.0 0.0 0.0 Cycle Q Clear(g_c), s 6.4 10.1 21.1 1.5 0.0 15.9 7.9 9.4 0.8 4.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.25 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 106 357 302 55 0 267 129 2871 891 93 2788 845 V/C Ratio(X) 0.80 0.44 0.85 0.36 0.00 0.81 0.82 0.24 0.02 0.60 0.26 0.11 Avail Cap(c_a), veh/h 182 603 511 202 0 572 194 2871 891 196 2788 845 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 1.00 1.00 1.00 0.00 1.00 0.98 0.98 0.98 0.95 0.95 0.95 Uniform Delay (d), s/veh 62.7 48.3 52.7 64.1 0.0 55.4 61.7 15.0 13.1 59.1 0.0 0.0 Incr Delay (d2), s/veh 5.1 1.0 8.0 1.5 0.0 12.0 9.3 0.2 0.0 2.2 0.2 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/ln3.0 4.8 9.1 0.7 0.0 8.0 3.9 3.7 0.3 1.8 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.8 49.3 60.7 65.5 0.0 67.5 71.1 15.2 13.1 61.3 0.2 0.3 LnGrp LOS E D EEAEEBBEAA
Approach Vol, veh/h 500 236 825 879
Approach Delay, s/veh 58.3 67.3 22.3 4.1
Approach LOS E E C A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.1 78.8 14.3 26.8 12.3 81.6 8.8 32.3 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 14.7 39.3 13.8 43.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 9.9 2.0 8.4 17.9 6.0 11.4 3.5 23.1 Green Ext Time (p_c), s 0.0 14.7 0.0 2.5 0.0 11.4 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 27.5
HCM 6th LOS C
2212
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 3: Willow Avenue & Shepherd Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 243 145 44 298 98 160 587 49 161 740 50 Future Volume (veh/h) 29 243 145 44 298 98 160 587 49 161 740 50 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 0.99 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 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 33 276 165 50 339 111 182 667 56 183 841 57 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 22333333111
Cap, veh/h 140 534 238 164 584 260 231 2850 884 233 2893 886 Arrive On Green 0.04 0.15 0.15 0.05 0.17 0.17 0.07 0.56 0.56 0.07 0.56 0.56 Sat Flow, veh/h 3456 3554 1585 3428 3526 1570 3428 5066 1572 3483 5147 1576 Grp Volume(v), veh/h 33 276 165 50 339 111 182 667 56 183 841 57 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1714 1763 1570 1714 1689 1572 1742 1716 1576 Q Serve(g_s), s 1.3 10.4 14.3 2.0 12.9 9.2 7.6 9.6 2.3 7.5 12.4 2.4 Cycle Q Clear(g_c), s 1.3 10.4 14.3 2.0 12.9 9.2 7.6 9.6 2.3 7.5 12.4 2.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 140 534 238 164 584 260 231 2850 884 233 2893 886 V/C Ratio(X) 0.24 0.52 0.69 0.31 0.58 0.43 0.79 0.23 0.06 0.78 0.29 0.06 Avail Cap(c_a), veh/h 462 1073 479 430 1065 474 442 2850 884 449 2893 886 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 0.61 0.61 0.61 1.00 1.00 1.00 0.95 0.95 0.95 Uniform Delay (d), s/veh 67.4 56.8 58.4 66.7 55.8 54.3 66.6 16.0 14.4 66.6 16.6 14.4 Incr Delay (d2), s/veh 0.3 1.8 8.2 0.2 0.8 0.9 2.2 0.2 0.1 2.1 0.2 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/ln0.6 4.8 6.3 0.9 5.8 3.7 3.4 3.8 0.9 3.4 5.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.7 58.6 66.7 66.9 56.6 55.2 68.8 16.2 14.5 68.7 16.9 14.6 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 474 500 905 1081
Approach Delay, s/veh 62.0 57.3 26.7 25.5
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.1 87.2 11.5 30.2 16.0 87.3 13.7 28.0 Change Period (Y+Rc), s 6.3 5.7 5.6 6.2 6.3 5.7 6.8 6.2 Max Green Setting (Gmax), s 18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s 9.6 14.4 3.3 14.9 9.5 11.6 4.0 16.3 Green Ext Time (p_c), s 0.2 13.3 0.0 3.8 0.2 11.3 0.0 5.1 Intersection Summary
HCM 6th Ctrl Delay 37.1
HCM 6th LOS D
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HCM 6th TWSC Tract Map 6343 Project
4: Minnewawa Avenue & International Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 4
Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 100 0 1 0 314 196 0 0 245 6
Future Vol, veh/h 1 0 100 0 1 0 314 196 0 0 245 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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 3 33222444222
Mvmt Flow 1 0 123 0 1 0 388 242 0 0 302 7
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1325 1324 306 1385 1327 242 309 0 0 242 0 0 Stage 1 306 306 - 1018 1018 -------
Stage 2 1019 1018 - 367 309 -------
Critical Hdwy 7.13 6.53 6.23 7.12 6.52 6.22 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.13 5.53 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.12 5.52 -------
Follow-up Hdwy 3.527 4.027 3.327 3.518 4.018 3.318 2.236 - - 2.218 - - Pot Cap-1 Maneuver 132 155 732 121 155 797 1240 - - 1324 - - Stage 1 702 660 - 286 315 -------
Stage 2 285 314 - 653 660 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 94 99 732 72 99 797 1240 - - 1324 - - Mov Cap-2 Maneuver 94 99 - 72 99 -------
Stage 1 449 660 - 183 201 -------
Stage 2 181 201 - 543 660 -------
Approach EB WB NB SB
HCM Control Delay, s 11.4 41.8 5.7 0

HCM LOS B E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1240 - - 686 99 1324 - -
HCM Lane V/C Ratio 0.313 - - 0.182 0.012 - - -
HCM Control Delay (s) 9.2 0 - 11.4 41.8 0 - -
HCM Lane LOS A A - B E A - -
HCM 95th %tile Q(veh) 1.3 - - 0.7 0 0 - -
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HCM 6th AWSC Tract Map 6343 Project
5: Minnewawa Avenue & Behymer Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 5
Intersection
Intersection Delay, s/veh 58.7
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 114 44 12 145 297 41 212 8 123 225 3 Future Vol, veh/h 3 114 44 12 145 297 41 212 8 123 225 3 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 333444444222
Mvmt Flow 4 137 53 14 175 358 49 255 10 148 271 4
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 19 95.2 29.3 51.7

HCM LOS C F D F

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 16% 2% 3% 35%
Vol Thru, % 81% 71% 32% 64%
Vol Right, % 3% 27% 65% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 261 161 454 351
LT Vol 41 3 12 123
Through Vol 212 114 145 225
RT Vol 8 44 297 3
Lane Flow Rate 314 194 547 423
Geometry Grp 1111
Degree of Util (X) 0.704 0.455 1.095 0.909
Departure Headway (Hd) 8.484 8.859 7.208 8.095
Convergence, Y/N Yes Yes Yes Yes
Cap 428 409 503 452
Service Time 6.484 6.859 5.268 6.095
HCM Lane V/C Ratio 0.734 0.474 1.087 0.936
HCM Control Delay 29.3 19 95.2 51.7
HCM Lane LOS D C F F
HCM 95th-tile Q 5.3 2.3 17.5 10
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 6: Minnewawa Avenue & Shepherd Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 33 339 152 44 291 91 127 150 41 103 159 29 Future Volume (veh/h) 33 339 152 44 291 91 127 150 41 103 159 29 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 1856 1856 1856 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 39 404 181 52 346 108 151 179 49 123 189 35 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, % 1 11333222222
Cap, veh/h 115 739 329 127 397 336 177 906 768 149 877 743 Arrive On Green 0.06 0.21 0.21 0.07 0.21 0.21 0.10 0.48 0.48 0.08 0.47 0.47 Sat Flow, veh/h 1795 3582 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 39 404 181 52 346 108 151 179 49 123 189 35 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 2.7 13.1 13.2 3.7 23.4 7.5 10.8 7.1 2.1 8.8 7.8 1.6 Cycle Q Clear(g_c), s 2.7 13.1 13.2 3.7 23.4 7.5 10.8 7.1 2.1 8.8 7.8 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 115 739 329 127 397 336 177 906 768 149 877 743 V/C Ratio(X) 0.34 0.55 0.55 0.41 0.87 0.32 0.85 0.20 0.06 0.83 0.22 0.05 Avail Cap(c_a), veh/h 290 937 418 285 485 411 288 906 768 288 877 743 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) 0.82 0.82 0.82 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.2 46.2 46.2 57.7 49.4 43.1 57.6 19.1 17.8 58.6 20.4 18.7 Incr Delay (d2), s/veh 0.5 0.8 1.8 0.8 15.3 0.9 6.8 0.5 0.2 4.4 0.6 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/ln1.2 5.9 5.4 1.7 12.5 3.0 5.2 3.2 0.8 4.2 3.6 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.8 47.0 48.0 58.5 64.7 44.0 64.4 19.6 18.0 63.0 21.0 18.9 LnGrp LOS E D D E E D EBBECB
Approach Vol, veh/h 624 506 379 347
Approach Delay, s/veh 48.0 59.6 37.2 35.6
Approach LOS D E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.9 67.0 12.3 33.8 14.9 69.0 13.3 32.8 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s 12.8 9.8 4.7 25.4 10.8 9.1 5.7 15.2 Green Ext Time (p_c), s 0.1 1.7 0.0 2.4 0.1 1.2 0.0 4.7 Intersection Summary
HCM 6th Ctrl Delay 46.7
HCM 6th LOS D
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AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
8: Clovis Avenue & Baron Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 7
Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBT EBR WBL WBT NBU NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 83 0 0
Future Vol, veh/h 0 0 0 0 83 0 0
Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69
Heavy Vehicles, % 0 000009
Mvmt Flow 0 0 0 0 120 0 0
Number of Lanes 0 010101
Approach WB NB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left NB
Conflicting Lanes Left 2 0
Conflicting Approach Right WB
Conflicting Lanes Right 0 1
HCM Control Delay 0 8

HCM LOS - A

Lane NBLn1 NBLn2WBLn1
Vol Left, % 0% 0% 0%
Vol Thru, % 100% 100% 100%
Vol Right, % 0% 0% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 83 0 0
LT Vol 0 0 0
Through Vol 83 0 0
RT Vol 0 0 0
Lane Flow Rate 120 0 0
Geometry Grp 7 7 2
Degree of Util (X) 0.15 0 0
Departure Headway (Hd) 4.5 4.653 4.11
Convergence, Y/N Yes Yes Yes
Cap 802 0 0
Service Time 2.2 2.353 2.195
HCM Lane V/C Ratio 0.15 0 0
HCM Control Delay 8 7.4 7.2
HCM Lane LOS A N N
HCM 95th-tile Q 0.5 0 0
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AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 9: Clovis Avenue & Shepherd Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 337 118 109 294 48 80 59 86 19 71 67 Future Volume (veh/h) 32 337 118 109 294 48 80 59 86 19 71 67 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 1856 1856 1856 1870 1870 1870 1796 1796 1796 1826 1826 1826 Adj Flow Rate, veh/h 39 406 142 131 354 58 96 71 104 23 86 81 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, % 3 33222777555
Cap, veh/h 191 552 245 245 611 272 119 1483 662 588 1870 834 Arrive On Green 0.06 0.16 0.16 0.07 0.17 0.17 0.07 0.43 0.43 0.17 0.54 0.54 Sat Flow, veh/h 3428 3526 1566 3456 3554 1585 1711 3413 1522 3374 3469 1547 Grp Volume(v), veh/h 39 406 142 131 354 58 96 71 104 23 86 81 Grp Sat Flow(s),veh/h/ln1714 1763 1566 1728 1777 1585 1711 1706 1522 1687 1735 1547 Q Serve(g_s), s 1.5 15.4 11.8 5.1 12.8 4.4 7.7 1.7 5.8 0.8 1.6 3.6 Cycle Q Clear(g_c), s 1.5 15.4 11.8 5.1 12.8 4.4 7.7 1.7 5.8 0.8 1.6 3.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 191 552 245 245 611 272 119 1483 662 588 1870 834 V/C Ratio(X) 0.20 0.74 0.58 0.53 0.58 0.21 0.80 0.05 0.16 0.04 0.05 0.10 Avail Cap(c_a), veh/h 598 856 380 602 863 385 298 1483 662 588 1870 834 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 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.1 56.3 54.8 62.8 53.3 49.8 64.2 22.9 24.0 48.1 15.2 15.7 Incr Delay (d2), s/veh 0.2 2.8 3.2 0.7 1.3 0.6 4.7 0.1 0.5 0.1 0.0 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/ln0.7 7.1 4.9 2.3 5.9 1.8 3.5 0.7 2.2 0.3 0.7 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.3 59.1 57.9 63.5 54.6 50.4 68.9 22.9 24.5 48.2 15.3 15.9 LnGrp LOS E E E E D D E C C D B B
Approach Vol, veh/h 587 543 271 190
Approach Delay, s/veh 59.1 56.3 39.8 19.5
Approach LOS E E D B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.4 81.2 13.4 30.1 30.0 66.5 15.5 27.9 Change Period (Y+Rc), s 5.6 5.7 5.6 6.0 5.6 5.7 5.6 6.0 Max Green Setting (Gmax), s 24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s 9.7 5.6 3.5 14.8 2.8 7.8 7.1 17.4 Green Ext Time (p_c), s 0.1 2.3 0.0 3.4 0.0 1.6 0.2 4.1 Intersection Summary
HCM 6th Ctrl Delay 50.1
HCM 6th LOS D
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 10: Clovis Avenue & Teague Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 73 222 263 209 273 183
Future Volume (veh/h) 73 222 263 209 273 183
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 1885 1885 1870 1870 1870 1870
Adj Flow Rate, veh/h 96 292 346 275 359 241
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76
Percent Heavy Veh, % 1 12222
Cap, veh/h 371 330 377 2393 1474 657
Arrive On Green 0.21 0.21 0.21 0.67 0.41 0.41
Sat Flow, veh/h 1795 1598 1781 3647 3647 1585
Grp Volume(v), veh/h 96 292 346 275 359 241
Grp Sat Flow(s),veh/h/ln1795 1598 1781 1777 1777 1585
Q Serve(g_s), s 3.8 15.1 16.2 2.3 5.6 8.9
Cycle Q Clear(g_c), s 3.8 15.1 16.2 2.3 5.6 8.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 371 330 377 2393 1474 657
V/C Ratio(X) 0.26 0.89 0.92 0.11 0.24 0.37
Avail Cap(c_a), veh/h 530 472 377 2393 1474 657
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 0.94 0.94
Uniform Delay (d), s/veh 28.3 32.7 32.8 4.9 16.2 17.2
Incr Delay (d2), s/veh 0.1 10.5 26.3 0.1 0.4 1.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.6 6.6 9.5 0.8 2.3 3.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.4 43.2 59.1 5.0 16.6 18.7
LnGrp LOS C D EABB
Approach Vol, veh/h 388 621 600
Approach Delay, s/veh 39.5 35.1 17.4
Approach LOS D D B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s22.0 40.5 62.5 22.5
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s 18.0 27.7 49.7 25.1
Max Q Clear Time (g_c+I1), s 18.2 10.9 4.3 17.1
Green Ext Time (p_c), s 0.0 3.8 2.5 0.5
Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
2219
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 11: Clovis Avenue & Nees Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 306 194 35 363 180 70 294 20 70 416 42 Future Volume (veh/h) 30 306 194 35 363 180 70 294 20 70 416 42 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 34 352 223 40 417 207 80 338 23 80 478 48 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 22111333222
Cap, veh/h 81 427 362 87 436 369 102 1909 831 103 1924 838 Arrive On Green 0.05 0.23 0.23 0.05 0.23 0.23 0.06 0.54 0.54 0.06 0.54 0.54 Sat Flow, veh/h 1781 1870 1585 1795 1885 1596 1767 3526 1536 1781 3554 1547 Grp Volume(v), veh/h 34 352 223 40 417 207 80 338 23 80 478 48 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1795 1885 1596 1767 1763 1536 1781 1777 1547 Q Serve(g_s), s 2.8 26.8 19.0 3.3 32.7 17.2 6.7 7.3 1.0 6.6 10.7 2.2 Cycle Q Clear(g_c), s 2.8 26.8 19.0 3.3 32.7 17.2 6.7 7.3 1.0 6.6 10.7 2.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 81 427 362 87 436 369 102 1909 831 103 1924 838 V/C Ratio(X) 0.42 0.83 0.62 0.46 0.96 0.56 0.78 0.18 0.03 0.78 0.25 0.06 Avail Cap(c_a), veh/h 368 495 420 311 436 369 365 1909 831 309 1924 838 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 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.7 55.0 52.0 69.4 56.9 50.9 69.7 17.4 16.0 69.7 18.2 16.3 Incr Delay (d2), s/veh 1.3 10.7 2.9 1.4 32.2 2.5 4.7 0.2 0.1 4.6 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/ln1.3 14.0 7.9 1.5 19.5 7.2 3.2 3.1 0.4 3.2 4.6 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.0 65.8 54.9 70.8 89.1 53.4 74.5 17.6 16.1 74.3 18.5 16.4 LnGrp LOS E E D E F D EBBEBB
Approach Vol, veh/h 609 664 441 606
Approach Delay, s/veh 62.1 76.9 27.9 25.7
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s12.7 86.5 10.8 40.0 12.7 86.5 11.3 39.5 Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0 5.3 4.0 5.3 Max Green Setting (Gmax), s 31.0 34.7 31.0 34.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s 8.7 12.7 4.8 34.7 8.6 9.3 5.3 28.8 Green Ext Time (p_c), s 0.1 4.9 0.0 0.0 0.1 3.6 0.0 3.3 Intersection Summary
HCM 6th Ctrl Delay 50.3
HCM 6th LOS D
2220
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 12: Clovis Avenue & Alluvial Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 269 153 44 407 89 127 282 61 126 576 34 Future Volume (veh/h) 13 269 153 44 407 89 127 282 61 126 576 34 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1826 1826 1826 1870 1870 1870 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 15 302 172 49 457 100 143 317 69 142 647 38 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 5 55222333111
Cap, veh/h 56 431 365 117 504 427 169 1288 276 171 1535 90 Arrive On Green 0.03 0.24 0.24 0.07 0.27 0.27 0.10 0.45 0.45 0.10 0.45 0.45 Sat Flow, veh/h 1739 1826 1545 1781 1870 1585 1767 2875 616 1795 3433 201 Grp Volume(v), veh/h 15 302 172 49 457 100 143 192 194 142 337 348 Grp Sat Flow(s),veh/h/ln1739 1826 1545 1781 1870 1585 1767 1763 1729 1795 1791 1843 Q Serve(g_s), s 1.1 18.9 12.0 3.3 29.5 6.2 10.0 8.5 8.7 9.7 16.0 16.1 Cycle Q Clear(g_c), s 1.1 18.9 12.0 3.3 29.5 6.2 10.0 8.5 8.7 9.7 16.0 16.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.36 1.00 0.11
Lane Grp Cap(c), veh/h 56 431 365 117 504 427 169 789 774 171 801 824 V/C Ratio(X) 0.27 0.70 0.47 0.42 0.91 0.23 0.84 0.24 0.25 0.83 0.42 0.42 Avail Cap(c_a), veh/h 153 574 486 157 588 498 297 789 774 230 801 824 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 0.96 0.96 0.96 Uniform Delay (d), s/veh 59.0 43.7 41.0 56.1 44.2 35.6 55.6 21.4 21.5 55.5 23.5 23.5 Incr Delay (d2), s/veh 0.9 1.8 0.6 0.9 16.5 0.3 4.3 0.7 0.8 12.6 1.6 1.5 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/ln0.5 8.8 4.6 1.5 15.9 2.4 4.6 3.7 3.7 5.0 7.1 7.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 45.5 41.7 57.0 60.7 35.9 59.9 22.1 22.2 68.1 25.1 25.1 LnGrp LOS E D D E E D E C C E C C
Approach Vol, veh/h 489 606 529 827
Approach Delay, s/veh 44.6 56.3 32.4 32.5
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.0 61.6 8.1 39.4 15.9 61.7 12.2 35.2 Change Period (Y+Rc), s 4.0 5.7 4.0 5.7 4.0 5.7 4.0 5.7 Max Green Setting (Gmax), s 21.0 34.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s 12.0 18.1 3.1 31.5 11.7 10.7 5.3 20.9 Green Ext Time (p_c), s 0.1 3.9 0.0 2.1 0.1 2.7 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 40.8
HCM 6th LOS D
2221
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 13: SR-168 WB Ramps & Herndon Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 957 491 0 1454 576 0 0 0 66 0 729 Future Volume (veh/h) 0 957 491 0 1454 576 0 0 0 66 0 729 Initial Q (Qb), veh 0 00000 000
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 0 1870 1870 0 1870 1870 1885 0 1885 Adj Flow Rate, veh/h 0 1018 522 0 1818 0 70 0 776
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 22022 101
Cap, veh/h 0 3543 873 0 4120 962 0 776
Arrive On Green 0.00 0.55 0.55 0.00 0.73 0.00 0.28 0.00 0.28 Sat Flow, veh/h 0 6696 1585 0 7481 1585 3483 0 2812
Grp Volume(v), veh/h 0 1018 522 0 1818 0 70 0 776
Grp Sat Flow(s),veh/h/ln 0 1609 1585 0 1870 1585 1742 0 1406 Q Serve(g_s), s 0.0 11.0 28.7 0.0 12.5 0.0 1.9 0.0 35.9 Cycle Q Clear(g_c), s 0.0 11.0 28.7 0.0 12.5 0.0 1.9 0.0 35.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3543 873 0 4120 962 0 776
V/C Ratio(X) 0.00 0.29 0.60 0.00 0.44 0.07 0.00 1.00
Avail Cap(c_a), veh/h 0 3959 975 0 4604 962 0 776
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.93 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 15.6 19.6 0.0 9.5 0.0 34.8 0.0 47.0 Incr Delay (d2), s/veh 0.0 0.2 3.0 0.0 0.3 0.0 0.1 0.0 32.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 4.1 11.1 0.0 4.3 0.0 0.8 0.0 15.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 15.8 22.6 0.0 9.8 0.0 34.8 0.0 79.2 LnGrp LOS A B C A A C A E
Approach Vol, veh/h 1540 1818 846
Approach Delay, s/veh 18.1 9.8 75.5
Approach LOS B A E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 78.4 43.2 78.4
Change Period (Y+Rc), s 6.8 7.3 6.8
Max Green Setting (Gmax), s 80.0 35.9 80.0
Max Q Clear Time (g_c+I1), s 30.7 37.9 14.5
Green Ext Time (p_c), s 37.3 0.0 57.1
Intersection Summary
HCM 6th Ctrl Delay 26.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. 2222
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 14: SR-168 EB Ramps & Herndon Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 810 213 0 1576 79 454 0 479 0 0 0 Future Volume (veh/h) 0 810 213 0 1576 79 454 0 479 0 0 0 Initial Q (Qb), veh 0 00000000
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 0 1870 1870 0 1885 1885 1841 0 1841 Adj Flow Rate, veh/h 0 900 0 0 1751 88 504 0 532
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 22011404
Cap, veh/h 0 2985 0 4464 934 1536 0 853
Arrive On Green 0.00 0.58 0.00 0.00 0.58 0.58 0.31 0.00 0.31 Sat Flow, veh/h 0 5274 1585 0 7993 1598 4944 0 2745
Grp Volume(v), veh/h 0 900 0 0 1751 88 504 0 532
Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1527 1598 1648 0 1373 Q Serve(g_s), s 0.0 11.6 0.0 0.0 16.1 3.1 10.2 0.0 21.5 Cycle Q Clear(g_c), s 0.0 11.6 0.0 0.0 16.1 3.1 10.2 0.0 21.5 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2985 0 4464 934 1536 0 853
V/C Ratio(X) 0.00 0.30 0.00 0.39 0.09 0.33 0.00 0.62
Avail Cap(c_a), veh/h 0 2985 0 4464 934 1536 0 853
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.98 0.00 0.00 0.75 0.75 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 13.6 0.0 0.0 14.6 11.9 34.4 0.0 38.3 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.2 0.2 0.6 0.0 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 4.5 0.0 0.0 5.5 1.2 4.2 0.0 7.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 13.9 0.0 0.0 14.7 12.0 35.0 0.0 41.7 LnGrp LOS A B A B B C A D
Approach Vol, veh/h 900 1839 1036
Approach Delay, s/veh 13.9 14.6 38.4
Approach LOS B B D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 82.8 82.8 47.2
Change Period (Y+Rc), s 6.8 6.8 6.8
Max Green Setting (Gmax), s 76.0 76.0 40.4
Max Q Clear Time (g_c+I1), s 13.6 18.1 23.5
Green Ext Time (p_c), s 25.7 51.0 8.5
Intersection Summary
HCM 6th Ctrl Delay 21.0
HCM 6th LOS C
Notes
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 2223
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 15: Clovis Avenue & Herndon Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 243 832 214 148 1021 157 232 255 120 161 283 402 Future Volume (veh/h) 243 832 214 148 1021 157 232 255 120 161 283 402 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1856 1856 1856 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 261 895 230 159 1098 169 249 274 129 173 304 432 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, % 3 33222222111
Cap, veh/h 310 2190 680 290 2174 674 312 880 380 314 1305 703 Arrive On Green 0.09 0.43 0.43 0.08 0.43 0.43 0.09 0.25 0.25 0.09 0.25 0.25 Sat Flow, veh/h 3428 5066 1572 3456 5106 1584 3456 3472 1497 3483 5147 2773 Grp Volume(v), veh/h 261 895 230 159 1098 169 249 268 135 173 304 432 Grp Sat Flow(s),veh/h/ln1714 1689 1572 1728 1702 1584 1728 1702 1565 1742 1716 1387 Q Serve(g_s), s 11.6 18.9 15.1 6.8 24.4 10.6 10.9 9.9 10.9 7.4 7.3 21.3 Cycle Q Clear(g_c), s 11.6 18.9 15.1 6.8 24.4 10.6 10.9 9.9 10.9 7.4 7.3 21.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00
Lane Grp Cap(c), veh/h 310 2190 680 290 2174 674 312 863 397 314 1305 703 V/C Ratio(X) 0.84 0.41 0.34 0.55 0.50 0.25 0.80 0.31 0.34 0.55 0.23 0.61 Avail Cap(c_a), veh/h 553 2190 680 557 2174 674 669 863 397 674 1305 703 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) 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.4 30.3 29.3 68.2 32.5 28.6 69.1 46.9 47.2 67.5 45.9 51.2 Incr Delay (d2), s/veh 2.3 0.5 1.3 0.6 0.8 0.9 1.8 0.9 2.3 0.6 0.4 4.0 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/ln5.2 7.9 6.0 3.1 10.3 4.3 4.9 4.4 4.6 3.3 3.2 7.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.7 30.9 30.5 68.8 33.4 29.5 70.9 47.8 49.6 68.1 46.3 55.1 LnGrp LOS E C C E C C E D D E D E
Approach Vol, veh/h 1386 1426 652 909
Approach Delay, s/veh 38.5 36.9 57.0 54.6
Approach LOS D D E D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s19.0 72.0 19.0 45.0 18.0 73.0 19.0 45.0 Change Period (Y+Rc), s 5.0 6.0 5.0 5.7 5.0 6.0 5.0 5.7 Max Green Setting (Gmax), s 25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s 13.6 26.4 9.4 12.9 8.8 20.9 12.9 23.3 Green Ext Time (p_c), s 0.4 5.9 0.3 1.7 0.2 6.9 0.4 3.9 Intersection Summary
HCM 6th Ctrl Delay 44.1
HCM 6th LOS D
2224
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
18: Sunnyside Avenue & Shepherd Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 17
Intersection
Intersection Delay, s/veh 13.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 325 106 31 371 3 54 11 27 2 14 9
Future Vol, veh/h 8 325 106 31 371 3 54 11 27 2 14 9
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 333111000000
Mvmt Flow 8 332 108 32 379 3 55 11 28 2 14 9
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 13.8 13.5 10 9.2

HCM LOS BBAA

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 59% 2% 8% 8%
Vol Thru, % 12% 74% 92% 56%
Vol Right, % 29% 24% 1% 36%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 92 439 405 25
LT Vol 54 8 31 2
Through Vol 11 325 371 14
RT Vol 27 106 3 9
Lane Flow Rate 94 448 413 26
Geometry Grp 1111
Degree of Util (X) 0.154 0.575 0.546 0.042
Departure Headway (Hd) 5.887 4.617 4.759 5.921
Convergence, Y/N Yes Yes Yes Yes
Cap 613 775 752 608
Service Time 3.889 2.693 2.839 3.926
HCM Lane V/C Ratio 0.153 0.578 0.549 0.043
HCM Control Delay 10 13.8 13.5 9.2
HCM Lane LOS ABBA
HCM 95th-tile Q 0.5 3.7 3.3 0.1
2225
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 19: Fowler Avenue & Shepherd Avenue Existing (2022) NP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 281 51 36 279 370 141 92 34 185 125 18 Future Volume (veh/h) 20 281 51 36 279 370 141 92 34 185 125 18 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 1841 1841 1841 Adj Flow Rate, veh/h 21 293 53 38 291 385 147 96 35 193 130 19 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222444
Cap, veh/h 55 765 341 75 424 359 170 912 773 216 809 118 Arrive On Green 0.03 0.22 0.22 0.04 0.23 0.23 0.10 0.49 0.49 0.12 0.52 0.52 Sat Flow, veh/h 1781 3554 1585 1781 1870 1585 1781 1870 1585 1753 1570 229 Grp Volume(v), veh/h 21 293 53 38 291 385 147 96 35 193 0 149 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1870 1585 1781 1870 1585 1753 0 1799 Q Serve(g_s), s 1.7 10.6 4.1 3.1 21.4 34.0 12.2 4.2 1.7 16.3 0.0 6.6 Cycle Q Clear(g_c), s 1.7 10.6 4.1 3.1 21.4 34.0 12.2 4.2 1.7 16.3 0.0 6.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13
Lane Grp Cap(c), veh/h 55 765 341 75 424 359 170 912 773 216 0 927 V/C Ratio(X) 0.38 0.38 0.16 0.50 0.69 1.07 0.86 0.11 0.05 0.89 0.00 0.16 Avail Cap(c_a), veh/h 368 806 359 368 424 359 368 912 773 362 0 927 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 1.00 0.00 1.00 Uniform Delay (d), s/veh 71.2 50.3 47.8 70.3 53.1 58.0 66.9 20.7 20.1 64.8 0.0 19.2 Incr Delay (d2), s/veh 1.6 0.6 0.4 1.9 5.6 67.8 5.0 0.2 0.1 8.4 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/ln0.8 4.8 1.7 1.5 10.8 20.4 5.8 1.9 0.7 7.8 0.0 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.8 50.9 48.2 72.2 58.7 125.8 71.8 21.0 20.2 73.2 0.0 19.6 LnGrp LOS E D D E E F E C C E A B
Approach Vol, veh/h 367 714 278 342
Approach Delay, s/veh 51.8 95.6 47.8 49.8
Approach LOS D F D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s18.3 83.0 8.7 40.0 22.5 78.9 10.4 38.3 Change Period (Y+Rc), s 4.0 5.7 4.0 6.0 4.0 5.7 4.0 6.0 Max Green Setting (Gmax), s 31.0 34.3 31.0 34.0 31.0 34.3 31.0 34.0 Max Q Clear Time (g_c+I1), s 14.2 8.6 3.7 36.0 18.3 6.2 5.1 12.6 Green Ext Time (p_c), s 0.2 0.8 0.0 0.0 0.2 0.6 0.0 3.4 Intersection Summary
HCM 6th Ctrl Delay 69.1
HCM 6th LOS E
2226
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 1: Willow Avenue & International Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 37 93 5 62 29 111 366 12 19 252 11 Future Volume (veh/h) 9 37 93 5 62 29 111 366 12 19 252 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 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 10 41 103 6 69 32 123 407 13 21 280 12 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222000111
Cap, veh/h 33 164 139 21 144 122 206 2577 1150 58 3500 1087 Arrive On Green 0.02 0.09 0.09 0.01 0.08 0.08 0.12 1.00 1.00 0.03 0.68 0.68 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 3510 3610 1610 1795 5147 1598 Grp Volume(v), veh/h 10 41 103 6 69 32 123 407 13 21 280 12 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1755 1805 1610 1795 1716 1598 Q Serve(g_s), s 0.7 2.8 8.6 0.5 4.8 2.6 4.5 0.0 0.0 1.5 2.5 0.3 Cycle Q Clear(g_c), s 0.7 2.8 8.6 0.5 4.8 2.6 4.5 0.0 0.0 1.5 2.5 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 33 164 139 21 144 122 206 2577 1150 58 3500 1087 V/C Ratio(X) 0.30 0.25 0.74 0.28 0.48 0.26 0.60 0.16 0.01 0.36 0.08 0.01 Avail Cap(c_a), veh/h 203 612 519 211 612 519 356 2577 1150 196 3500 1087 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 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.4 57.4 60.1 66.1 59.7 58.7 58.1 0.0 0.0 64.0 7.3 7.0 Incr Delay (d2), s/veh 1.9 1.9 16.5 2.6 4.2 1.9 1.0 0.1 0.0 1.4 0.0 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 0.4 1.4 4.1 0.2 2.4 1.1 1.9 0.0 0.0 0.7 0.8 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 59.3 76.6 68.8 64.0 60.7 59.1 0.1 0.0 65.4 7.3 7.0 LnGrp LOS EEEEEEEAAEAA
Approach Vol, veh/h 154 107 543 313
Approach Delay, s/veh 71.4 63.3 13.5 11.2
Approach LOS EEBB
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.2 97.5 7.1 16.2 9.7 102.1 5.6 17.6 Change Period (Y+Rc), s 6.3 5.7 4.6 5.8 5.3 5.7 4.0 5.8 Max Green Setting (Gmax), s 13.7 39.3 15.4 44.2 14.7 39.3 16.0 44.2 Max Q Clear Time (g_c+I1), s 6.5 4.5 2.7 6.8 3.5 2.0 2.5 10.6 Green Ext Time (p_c), s 0.1 4.2 0.0 0.8 0.0 6.4 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 25.6
HCM 6th LOS C
2227
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 2: Willow Avenue & Behymer Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 45 81 31 89 18 120 451 24 37 354 10 Future Volume (veh/h) 11 45 81 31 89 18 120 451 24 37 354 10 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 0.98 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 1885 1885 1885 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 12 51 92 35 101 20 136 512 27 42 402 11 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, % 0 00111000111
Cap, veh/h 39 150 127 78 136 27 160 3459 1074 84 3218 976 Arrive On Green 0.02 0.08 0.08 0.04 0.09 0.09 0.09 0.67 0.67 0.09 1.00 1.00 Sat Flow, veh/h 1810 1900 1610 1795 1528 303 1810 5187 1610 1795 5147 1561 Grp Volume(v), veh/h 12 51 92 35 0 121 136 512 27 42 402 11 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1795 0 1831 1810 1729 1610 1795 1716 1561 Q Serve(g_s), s 0.9 3.4 7.5 2.6 0.0 8.7 10.0 4.9 0.8 3.0 0.0 0.0 Cycle Q Clear(g_c), s 0.9 3.4 7.5 2.6 0.0 8.7 10.0 4.9 0.8 3.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.17 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 39 150 127 78 0 163 160 3459 1074 84 3218 976 V/C Ratio(X) 0.31 0.34 0.72 0.45 0.00 0.74 0.85 0.15 0.03 0.50 0.12 0.01 Avail Cap(c_a), veh/h 185 612 519 205 0 590 197 3459 1074 196 3218 976 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 1.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 0.99 0.99 0.99 Uniform Delay (d), s/veh 65.1 58.8 60.7 63.0 0.0 60.0 60.6 8.3 7.6 59.6 0.0 0.0 Incr Delay (d2), s/veh 1.7 1.6 8.9 1.5 0.0 13.7 20.2 0.1 0.0 1.7 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 1.7 3.4 1.2 0.0 4.7 5.4 1.7 0.3 1.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.7 60.4 69.6 64.5 0.0 73.7 80.8 8.4 7.7 61.3 0.1 0.0 LnGrp LOS E EEEAEFAAEAA
Approach Vol, veh/h 155 156 675 455
Approach Delay, s/veh 66.4 71.6 23.0 5.7
Approach LOS E E C A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s17.3 90.1 9.1 18.5 11.6 95.7 10.4 17.2 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 14.7 39.3 13.8 43.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 12.0 2.0 2.9 10.7 5.0 6.9 4.6 9.5 Green Ext Time (p_c), s 0.0 6.3 0.0 1.3 0.0 8.1 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 27.5
HCM 6th LOS C
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 3: Willow Avenue & Shepherd Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 323 113 34 315 145 243 657 89 127 464 31 Future Volume (veh/h) 36 323 113 34 315 145 243 657 89 127 464 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 0.99 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 1900 1900 1900 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 38 344 120 36 335 154 259 699 95 135 494 33 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000000111
Cap, veh/h 152 520 232 148 546 243 309 3041 944 191 2847 872 Arrive On Green 0.04 0.14 0.14 0.04 0.15 0.15 0.09 0.59 0.59 0.05 0.55 0.55 Sat Flow, veh/h 3510 3610 1610 3510 3610 1607 3510 5187 1609 3483 5147 1576 Grp Volume(v), veh/h 38 344 120 36 335 154 259 699 95 135 494 33 Grp Sat Flow(s),veh/h/ln1755 1805 1610 1755 1805 1607 1755 1729 1609 1742 1716 1576 Q Serve(g_s), s 1.5 13.1 10.0 1.4 12.6 13.0 10.5 9.3 3.8 5.5 6.9 1.4 Cycle Q Clear(g_c), s 1.5 13.1 10.0 1.4 12.6 13.0 10.5 9.3 3.8 5.5 6.9 1.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 152 520 232 148 546 243 309 3041 944 191 2847 872 V/C Ratio(X) 0.25 0.66 0.52 0.24 0.61 0.63 0.84 0.23 0.10 0.71 0.17 0.04 Avail Cap(c_a), veh/h 470 1090 486 441 1090 485 453 3041 944 449 2847 872 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 0.60 0.60 0.60 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 67.1 58.7 57.4 67.2 57.6 57.7 65.1 14.3 13.2 67.4 16.0 14.8 Incr Delay (d2), s/veh 0.3 3.4 4.2 0.2 0.9 2.2 5.9 0.2 0.2 1.8 0.1 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/ln0.7 6.2 4.3 0.6 5.7 5.4 4.9 3.5 1.4 2.5 2.6 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.4 62.1 61.5 67.4 58.5 60.0 71.0 14.5 13.4 69.1 16.1 14.9 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 502 525 1053 662
Approach Delay, s/veh 62.4 59.5 28.3 26.9
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s19.1 85.9 11.9 28.1 14.3 90.7 12.9 27.1 Change Period (Y+Rc), s 6.3 5.7 5.6 6.2 6.3 5.7 6.8 6.2 Max Green Setting (Gmax), s 18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s 12.5 8.9 3.5 15.0 7.5 11.3 3.4 15.1 Green Ext Time (p_c), s 0.2 7.7 0.0 3.5 0.1 11.3 0.0 5.4 Intersection Summary
HCM 6th Ctrl Delay 40.2
HCM 6th LOS D
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HCM 6th TWSC Tract Map 6343 Project
4: Minnewawa Avenue & International Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 4
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 4 0 53 0 0 0 101 212 1 0 231 3
Future Vol, veh/h 4 0 53 0 0 0 101 212 1 0 231 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 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 0 00222111111
Mvmt Flow 5 0 62 0 0 0 117 247 1 0 269 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 753 753 271 784 754 248 272 0 0 248 0 0 Stage 1 271 271 - 482 482 -------
Stage 2 482 482 - 302 272 -------
Critical Hdwy 7.1 6.5 6.2 7.12 6.52 6.22 4.11 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.12 5.52 -------
Follow-up Hdwy 3.5 4 3.3 3.518 4.018 3.318 2.209 - - 2.209 - - Pot Cap-1 Maneuver 329 341 773 311 338 791 1297 - - 1324 - - Stage 1 739 689 - 565 553 -------
Stage 2 569 557 - 707 685 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 303 305 773 263 303 791 1297 - - 1324 - - Mov Cap-2 Maneuver 303 305 - 263 303 -------
Stage 1 661 689 - 506 495 -------
Stage 2 509 499 - 651 685 -------
Approach EB WB NB SB
HCM Control Delay, s 10.7 0 2.6 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1297 - - 697 - 1324 - -
HCM Lane V/C Ratio 0.091 - - 0.095 ----
HCM Control Delay (s) 8.1 0 - 10.7 0 0 - -
HCM Lane LOS A A - B A A - -
HCM 95th %tile Q(veh) 0.3 - - 0.3 - 0 - -
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HCM 6th AWSC Tract Map 6343 Project
5: Minnewawa Avenue & Behymer Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 5
Intersection
Intersection Delay, s/veh 12.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 69 30 6 86 99 46 205 6 95 190 2
Future Vol, veh/h 3 69 30 6 86 99 46 205 6 95 190 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 Heavy Vehicles, % 111000111111
Mvmt Flow 3 78 34 7 98 113 52 233 7 108 216 2
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 10.2 11.2 12.7 13.5

HCM LOS BBBB

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 18% 3% 3% 33%
Vol Thru, % 80% 68% 45% 66%
Vol Right, % 2% 29% 52% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 257 102 191 287
LT Vol 46 3 6 95
Through Vol 205 69 86 190
RT Vol 6 30 99 2
Lane Flow Rate 292 116 217 326
Geometry Grp 1111
Degree of Util (X) 0.439 0.188 0.33 0.489
Departure Headway (Hd) 5.407 5.824 5.473 5.394
Convergence, Y/N Yes Yes Yes Yes
Cap 663 613 653 665
Service Time 3.459 3.89 3.532 3.443
HCM Lane V/C Ratio 0.44 0.189 0.332 0.49
HCM Control Delay 12.7 10.2 11.2 13.5
HCM Lane LOS BBBB
HCM 95th-tile Q 2.2 0.7 1.4 2.7
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 6: Minnewawa Avenue & Shepherd Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 390 81 19 342 85 104 152 26 76 142 13 Future Volume (veh/h) 20 390 81 19 342 85 104 152 26 76 142 13 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 1900 1900 1900 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 22 419 87 20 368 91 112 163 28 82 153 14 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 11000111111
Cap, veh/h 83 794 354 79 416 352 149 944 800 144 938 795 Arrive On Green 0.05 0.22 0.22 0.04 0.22 0.22 0.08 0.50 0.50 0.08 0.50 0.50 Sat Flow, veh/h 1795 3582 1598 1810 1900 1610 1795 1885 1598 1795 1885 1598 Grp Volume(v), veh/h 22 419 87 20 368 91 112 163 28 82 153 14 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1810 1900 1610 1795 1885 1598 1795 1885 1598 Q Serve(g_s), s 1.5 13.4 5.8 1.4 24.4 6.1 7.9 6.1 1.2 5.7 5.8 0.6 Cycle Q Clear(g_c), s 1.5 13.4 5.8 1.4 24.4 6.1 7.9 6.1 1.2 5.7 5.8 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 83 794 354 79 416 352 149 944 800 144 938 795 V/C Ratio(X) 0.26 0.53 0.25 0.25 0.88 0.26 0.75 0.17 0.04 0.57 0.16 0.02 Avail Cap(c_a), veh/h 290 937 418 292 497 421 290 944 800 290 938 795 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) 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.8 44.6 41.6 60.1 49.2 42.0 58.3 17.7 16.5 57.6 17.8 16.5 Incr Delay (d2), s/veh 0.5 0.7 0.5 0.6 16.7 0.6 2.8 0.4 0.1 1.3 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 5.8 2.3 0.6 13.1 2.4 3.6 2.7 0.4 2.7 2.6 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.4 45.3 42.1 60.8 65.9 42.7 61.1 18.1 16.6 58.9 18.2 16.6 LnGrp LOS E D D E E D EBBEBB
Approach Vol, veh/h 528 479 303 249
Approach Delay, s/veh 45.4 61.3 33.9 31.5
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s14.8 70.7 10.0 34.5 14.4 71.1 9.7 34.8 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s 9.9 7.8 3.5 26.4 7.7 8.1 3.4 15.4 Green Ext Time (p_c), s 0.1 1.2 0.0 2.1 0.1 0.9 0.0 3.8 Intersection Summary
HCM 6th Ctrl Delay 45.8
HCM 6th LOS D
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HCM 6th AWSC Tract Map 6343 Project
8: Clovis Avenue & Baron Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 7
Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBT EBR WBL WBT NBU NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 0 30 0 0
Future Vol, veh/h 0 0 0 0 30 0 0
Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 0.75
Heavy Vehicles, % 0 000002
Mvmt Flow 0 0 0 0 40 0 0
Number of Lanes 0 010101
Approach WB NB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left NB
Conflicting Lanes Left 2 0
Conflicting Approach Right WB
Conflicting Lanes Right 0 1
HCM Control Delay 0 7.4

HCM LOS - A

Lane NBLn1 NBLn2WBLn1
Vol Left, % 0% 0% 0%
Vol Thru, % 100% 100% 100%
Vol Right, % 0% 0% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 30 0 0
LT Vol 0 0 0
Through Vol 30 0 0
RT Vol 0 0 0
Lane Flow Rate 40 0 0
Geometry Grp 7 7 2
Degree of Util (X) 0.05 0 0
Departure Headway (Hd) 4.5 4.534 3.971
Convergence, Y/N Yes Yes Yes
Cap 801 0 0
Service Time 2.2 2.234 1.998
HCM Lane V/C Ratio 0.05 0 0
HCM Control Delay 7.4 7.2 7
HCM Lane LOS A N N
HCM 95th-tile Q 0.2 0 0
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 9: Clovis Avenue & Shepherd Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 343 103 77 304 7 140 44 70 10 24 26 Future Volume (veh/h) 32 343 103 77 304 7 140 44 70 10 24 26 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 34 361 108 81 320 7 147 46 74 11 25 27 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 11000000000
Cap, veh/h 182 495 220 240 557 248 172 1644 733 612 1931 861 Arrive On Green 0.05 0.14 0.14 0.07 0.15 0.15 0.09 0.46 0.46 0.17 0.53 0.53 Sat Flow, veh/h 3483 3582 1591 3510 3610 1610 1810 3610 1610 3510 3610 1610 Grp Volume(v), veh/h 34 361 108 81 320 7 147 46 74 11 25 27 Grp Sat Flow(s),veh/h/ln1742 1791 1591 1755 1805 1610 1810 1805 1610 1755 1805 1610 Q Serve(g_s), s 1.3 13.5 8.8 3.1 11.5 0.5 11.2 1.0 3.7 0.4 0.5 1.1 Cycle Q Clear(g_c), s 1.3 13.5 8.8 3.1 11.5 0.5 11.2 1.0 3.7 0.4 0.5 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 182 495 220 240 557 248 172 1644 733 612 1931 861 V/C Ratio(X) 0.19 0.73 0.49 0.34 0.57 0.03 0.86 0.03 0.10 0.02 0.01 0.03 Avail Cap(c_a), veh/h 607 870 386 612 877 391 315 1644 733 612 1931 861 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 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.5 57.8 55.8 62.2 54.9 50.3 62.4 21.0 21.8 47.9 15.3 15.4 Incr Delay (d2), s/veh 0.2 3.0 2.5 0.3 1.4 0.1 4.6 0.0 0.3 0.1 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/ln0.6 6.2 3.6 1.4 5.2 0.2 5.3 0.4 1.4 0.2 0.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.7 60.8 58.2 62.5 56.3 50.3 67.0 21.1 22.0 47.9 15.3 15.5 LnGrp LOS E EEEEDECCDBB
Approach Vol, veh/h 503 408 267 63
Approach Delay, s/veh 60.5 57.4 46.6 21.1
Approach LOS E E D C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s18.9 80.6 12.9 27.6 30.0 69.5 15.2 25.4 Change Period (Y+Rc), s 5.6 5.7 5.6 6.0 5.6 5.7 5.6 6.0 Max Green Setting (Gmax), s 24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s 13.2 3.1 3.3 13.5 2.4 5.7 5.1 15.5 Green Ext Time (p_c), s 0.1 0.5 0.0 2.5 0.0 1.0 0.1 3.3 Intersection Summary
HCM 6th Ctrl Delay 54.5
HCM 6th LOS D
2234
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 10: Clovis Avenue & Teague Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 67 87 156 290 223 60
Future Volume (veh/h) 67 87 156 290 223 60
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 1885 1885 1885 1885 1900 1900
Adj Flow Rate, veh/h 83 107 193 358 275 74
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81
Percent Heavy Veh, % 1 11100
Cap, veh/h 167 149 231 2819 2206 984
Arrive On Green 0.09 0.09 0.13 0.79 0.61 0.61
Sat Flow, veh/h 1795 1598 1795 3676 3705 1610
Grp Volume(v), veh/h 83 107 193 358 275 74
Grp Sat Flow(s),veh/h/ln1795 1598 1795 1791 1805 1610
Q Serve(g_s), s 3.7 5.5 8.9 2.0 2.7 1.6
Cycle Q Clear(g_c), s 3.7 5.5 8.9 2.0 2.7 1.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 167 149 231 2819 2206 984
V/C Ratio(X) 0.50 0.72 0.83 0.13 0.12 0.08
Avail Cap(c_a), veh/h 530 472 380 2819 2206 984
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 0.97 0.97
Uniform Delay (d), s/veh 36.7 37.5 36.1 2.1 7.0 6.7
Incr Delay (d2), s/veh 0.9 2.4 3.5 0.1 0.1 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.6 2.2 4.0 0.5 0.9 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.5 39.9 39.7 2.2 7.1 6.9
LnGrp LOS D D D A A A
Approach Vol, veh/h 190 551 349
Approach Delay, s/veh 38.9 15.3 7.0
Approach LOS D B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s15.0 57.2 72.2 12.8
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s 18.0 27.7 49.7 25.1
Max Q Clear Time (g_c+I1), s 10.9 4.7 4.0 7.5
Green Ext Time (p_c), s 0.2 2.3 3.3 0.2
Intersection Summary
HCM 6th Ctrl Delay 16.8
HCM 6th LOS B
2235
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 11: Clovis Avenue & Nees Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 22 415 249 22 385 74 124 400 46 43 253 27 Future Volume (veh/h) 22 415 249 22 385 74 124 400 46 43 253 27 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1885 1885 1885 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 23 441 265 23 410 79 132 426 49 46 269 29 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00111111000
Cap, veh/h 67 477 404 66 473 401 155 1922 837 93 1810 788 Arrive On Green 0.04 0.25 0.25 0.04 0.25 0.25 0.09 0.54 0.54 0.05 0.50 0.50 Sat Flow, veh/h 1810 1900 1610 1795 1885 1596 1795 3582 1560 1810 3610 1571 Grp Volume(v), veh/h 23 441 265 23 410 79 132 426 49 46 269 29 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1795 1885 1596 1795 1791 1560 1810 1805 1571 Q Serve(g_s), s 1.9 34.0 22.1 1.9 31.2 5.9 10.9 9.4 2.3 3.7 6.0 1.4 Cycle Q Clear(g_c), s 1.9 34.0 22.1 1.9 31.2 5.9 10.9 9.4 2.3 3.7 6.0 1.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 67 477 404 66 473 401 155 1922 837 93 1810 788 V/C Ratio(X) 0.34 0.92 0.66 0.35 0.87 0.20 0.85 0.22 0.06 0.50 0.15 0.04 Avail Cap(c_a), veh/h 374 503 426 311 473 401 371 1922 837 314 1810 788 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 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 70.4 54.8 50.3 70.5 53.8 44.3 67.6 18.3 16.6 69.3 20.1 19.0 Incr Delay (d2), s/veh 1.1 23.0 4.1 1.1 15.9 0.4 4.7 0.3 0.1 1.5 0.2 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/ln0.9 18.9 9.2 0.9 16.6 2.3 5.1 3.9 0.8 1.8 2.6 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.6 77.7 54.4 71.6 69.7 44.6 72.2 18.5 16.7 70.8 20.3 19.1 LnGrp LOS E E D E E D EBBECB
Approach Vol, veh/h 729 512 607 344
Approach Delay, s/veh 69.1 65.9 30.1 27.0
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s17.0 80.5 9.5 43.0 11.7 85.8 9.5 43.0 Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0 5.3 4.0 5.3 Max Green Setting (Gmax), s 31.0 34.7 31.0 34.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s 12.9 8.0 3.9 33.2 5.7 11.4 3.9 36.0 Green Ext Time (p_c), s 0.1 2.8 0.0 0.5 0.0 4.3 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 50.9
HCM 6th LOS D
2236
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 12: Clovis Avenue & Alluvial Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 342 175 36 302 77 146 558 67 77 454 13 Future Volume (veh/h) 15 342 175 36 302 77 146 558 67 77 454 13 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 16 372 190 39 328 84 159 607 73 84 493 14 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 11111000000
Cap, veh/h 61 418 354 107 466 395 186 1530 184 164 1650 47 Arrive On Green 0.03 0.22 0.22 0.06 0.25 0.25 0.10 0.47 0.47 0.09 0.46 0.46 Sat Flow, veh/h 1795 1885 1595 1795 1885 1598 1810 3237 388 1810 3582 102 Grp Volume(v), veh/h 16 372 190 39 328 84 159 338 342 84 248 259 Grp Sat Flow(s),veh/h/ln1795 1885 1595 1795 1885 1598 1810 1805 1820 1810 1805 1879 Q Serve(g_s), s 1.1 23.9 13.1 2.6 19.8 5.2 10.8 15.2 15.3 5.5 10.7 10.8 Cycle Q Clear(g_c), s 1.1 23.9 13.1 2.6 19.8 5.2 10.8 15.2 15.3 5.5 10.7 10.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.21 1.00 0.05
Lane Grp Cap(c), veh/h 61 418 354 107 466 395 186 853 861 164 831 866 V/C Ratio(X) 0.26 0.89 0.54 0.37 0.70 0.21 0.85 0.40 0.40 0.51 0.30 0.30 Avail Cap(c_a), veh/h 158 593 502 158 593 502 304 853 861 232 831 866 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 0.97 0.97 0.97 Uniform Delay (d), s/veh 58.8 47.1 43.0 56.5 42.9 37.4 55.1 21.4 21.4 54.2 21.1 21.1 Incr Delay (d2), s/veh 0.8 10.4 0.9 0.8 2.8 0.3 6.3 1.4 1.4 0.9 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/ln0.5 12.1 5.1 1.2 9.3 2.0 5.1 6.5 6.6 2.5 4.6 4.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.7 57.6 43.8 57.3 45.7 37.7 61.4 22.8 22.8 55.1 22.0 21.9 LnGrp LOS E E D E D D E C C E C C
Approach Vol, veh/h 578 451 839 591
Approach Delay, s/veh 53.1 45.2 30.1 26.7
Approach LOS DDCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.9 63.3 8.3 36.6 15.4 64.8 11.4 33.4 Change Period (Y+Rc), s 4.0 5.7 4.0 5.7 4.0 5.7 4.0 5.7 Max Green Setting (Gmax), s 21.0 34.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s 12.8 12.8 3.1 21.8 7.5 17.3 4.6 25.9 Green Ext Time (p_c), s 0.1 2.6 0.0 2.0 0.0 4.3 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 37.5
HCM 6th LOS D
2237
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 13: SR-168 WB Ramps & Herndon Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1653 529 0 1451 540 0 0 0 66 0 342 Future Volume (veh/h) 0 1653 529 0 1451 540 0 0 0 66 0 342 Initial Q (Qb), veh 0 00000 000
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 0 1885 1885 0 1885 1885 1885 0 1885 Adj Flow Rate, veh/h 0 1670 534 0 1680 0 67 0 345
Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 0 11011 101
Cap, veh/h 0 3259 803 0 3789 570 0 460
Arrive On Green 0.00 0.50 0.50 0.00 0.50 0.00 0.16 0.00 0.16 Sat Flow, veh/h 0 6749 1598 0 7541 1598 3483 0 2812
Grp Volume(v), veh/h 0 1670 534 0 1680 0 67 0 345
Grp Sat Flow(s),veh/h/ln 0 1621 1598 0 1885 1598 1742 0 1406 Q Serve(g_s), s 0.0 22.8 33.0 0.0 18.8 0.0 2.2 0.0 15.4 Cycle Q Clear(g_c), s 0.0 22.8 33.0 0.0 18.8 0.0 2.2 0.0 15.4 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3259 803 0 3789 570 0 460
V/C Ratio(X) 0.00 0.51 0.67 0.00 0.44 0.12 0.00 0.75
Avail Cap(c_a), veh/h 0 3341 823 0 3885 1317 0 1063
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.95 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 22.0 24.5 0.0 21.0 0.0 47.1 0.0 52.6 Incr Delay (d2), s/veh 0.0 0.6 4.3 0.0 0.4 0.0 0.2 0.0 6.0 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/ln0.0 8.4 12.7 0.0 8.0 0.0 1.0 0.0 5.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 22.6 28.9 0.0 21.4 0.0 47.3 0.0 58.6 LnGrp LOS A C C A C D A E
Approach Vol, veh/h 2204 1680 412
Approach Delay, s/veh 24.1 21.4 56.8
Approach LOS C C E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 73.1 28.9 73.1
Change Period (Y+Rc), s 6.8 7.3 6.8
Max Green Setting (Gmax), s 68.0 49.9 68.0
Max Q Clear Time (g_c+I1), s 35.0 17.4 20.8
Green Ext Time (p_c), s 31.4 4.2 39.8
Intersection Summary
HCM 6th Ctrl Delay 26.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. 2238
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 14: SR-168 EB Ramps & Herndon Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1359 360 0 1494 184 497 0 677 0 0 0 Future Volume (veh/h) 0 1359 360 0 1494 184 497 0 677 0 0 0 Initial Q (Qb), veh 0 00000000
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 0 1885 1885 0 1885 1885 1885 0 1885 Adj Flow Rate, veh/h 0 1401 0 0 1540 190 512 0 698
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 11011101
Cap, veh/h 0 2930 0 4346 909 1651 0 917
Arrive On Green 0.00 0.57 0.00 0.00 0.57 0.57 0.33 0.00 0.33 Sat Flow, veh/h 0 5316 1598 0 7993 1598 5063 0 2812
Grp Volume(v), veh/h 0 1401 0 0 1540 190 512 0 698
Grp Sat Flow(s),veh/h/ln 0 1716 1598 0 1527 1598 1688 0 1406 Q Serve(g_s), s 0.0 20.9 0.0 0.0 14.1 7.6 9.9 0.0 28.9
Cycle Q Clear(g_c), s 0.0 20.9 0.0 0.0 14.1 7.6 9.9 0.0 28.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2930 0 4346 909 1651 0 917
V/C Ratio(X) 0.00 0.48 0.00 0.35 0.21 0.31 0.00 0.76
Avail Cap(c_a), veh/h 0 2930 0 4346 909 1651 0 917
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.95 0.00 0.00 0.65 0.65 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.6 0.0 0.0 15.1 13.7 32.8 0.0 39.3 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.1 0.3 0.5 0.0 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 7.8 0.0 0.0 4.7 2.7 4.1 0.0 10.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.1 0.0 0.0 15.3 14.0 33.3 0.0 45.2 LnGrp LOS A B A B B C A D
Approach Vol, veh/h 1401 1730 1210
Approach Delay, s/veh 17.1 15.1 40.2
Approach LOS B B D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 80.8 80.8 49.2
Change Period (Y+Rc), s 6.8 6.8 6.8
Max Green Setting (Gmax), s 74.0 74.0 42.4
Max Q Clear Time (g_c+I1), s 22.9 16.1 30.9
Green Ext Time (p_c), s 36.6 46.9 7.4
Intersection Summary
HCM 6th Ctrl Delay 22.7
HCM 6th LOS C
Notes
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 2239
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 15: Clovis Avenue & Herndon Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 366 1368 302 316 1062 132 350 402 276 271 262 266 Future Volume (veh/h) 366 1368 302 316 1062 132 350 402 276 271 262 266 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 381 1425 315 329 1106 138 365 419 288 282 273 277 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 11111000111
Cap, veh/h 429 1952 606 378 1876 582 416 957 437 332 1305 703 Arrive On Green 0.12 0.38 0.38 0.11 0.36 0.36 0.12 0.28 0.28 0.10 0.25 0.25 Sat Flow, veh/h 3483 5147 1598 3483 5147 1596 3510 3458 1579 3483 5147 2773 Grp Volume(v), veh/h 381 1425 315 329 1106 138 365 419 288 282 273 277 Grp Sat Flow(s),veh/h/ln1742 1716 1598 1742 1716 1596 1755 1729 1579 1742 1716 1387 Q Serve(g_s), s 16.7 36.8 23.6 14.4 27.0 9.3 15.9 15.5 25.0 12.4 6.5 12.8 Cycle Q Clear(g_c), s 16.7 36.8 23.6 14.4 27.0 9.3 15.9 15.5 25.0 12.4 6.5 12.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 429 1952 606 378 1876 582 416 957 437 332 1305 703 V/C Ratio(X) 0.89 0.73 0.52 0.87 0.59 0.24 0.88 0.44 0.66 0.85 0.21 0.39 Avail Cap(c_a), veh/h 562 1952 606 562 1876 582 679 957 437 674 1305 703 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) 0.81 0.81 0.81 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.9 41.3 37.2 68.0 39.9 34.3 67.2 46.1 49.6 69.0 45.6 48.0 Incr Delay (d2), s/veh 9.2 2.0 2.6 6.8 1.4 1.0 4.2 1.5 7.6 2.4 0.4 1.7 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/ln7.9 15.6 9.5 6.7 11.4 3.8 7.2 6.8 10.6 5.5 2.8 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.1 43.3 39.8 74.8 41.2 35.2 71.4 47.6 57.1 71.4 46.0 49.6 LnGrp LOS E D D E D D E D E E D D
Approach Vol, veh/h 2121 1573 1072 832
Approach Delay, s/veh 48.7 47.7 58.3 55.8
Approach LOS D D E E
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s24.1 62.5 19.8 48.6 21.8 64.8 23.4 45.0 Change Period (Y+Rc), s 5.0 6.0 5.0 5.7 5.0 6.0 5.0 5.7 Max Green Setting (Gmax), s 25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s 18.7 29.0 14.4 27.0 16.4 38.8 17.9 14.8 Green Ext Time (p_c), s 0.4 4.7 0.4 2.2 0.4 0.1 0.5 3.1 Intersection Summary
HCM 6th Ctrl Delay 51.3
HCM 6th LOS D
2240
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
18: Sunnyside Avenue & Shepherd Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 17
Intersection
Intersection Delay, s/veh 12.9
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 342 70 29 296 6 80 11 31 4 13 9
Future Vol, veh/h 9 342 70 29 296 6 80 11 31 4 13 9
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 111000000000
Mvmt Flow 10 364 74 31 315 6 85 12 33 4 14 10
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 14.2 12.4 10.4 9.2

HCM LOS BBBA

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 66% 2% 9% 15%
Vol Thru, % 9% 81% 89% 50%
Vol Right, % 25% 17% 2% 35%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 122 421 331 26
LT Vol 80 9 29 4
Through Vol 11 342 296 13
RT Vol 31 70 6 9
Lane Flow Rate 130 448 352 28
Geometry Grp 1111
Degree of Util (X) 0.21 0.582 0.475 0.045
Departure Headway (Hd) 5.828 4.68 4.859 5.921
Convergence, Y/N Yes Yes Yes Yes
Cap 619 761 732 608
Service Time 3.829 2.767 2.955 3.928
HCM Lane V/C Ratio 0.21 0.589 0.481 0.046
HCM Control Delay 10.4 14.2 12.4 9.2
HCM Lane LOS BBBA
HCM 95th-tile Q 0.8 3.8 2.6 0.1
2241
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 19: Fowler Avenue & Shepherd Avenue Existing (2022) NP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 276 75 47 240 128 109 119 73 110 112 14 Future Volume (veh/h) 23 276 75 47 240 128 109 119 73 110 112 14 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 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 24 291 79 49 253 135 115 125 77 116 118 15 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 11111111111
Cap, veh/h 61 526 235 83 301 255 138 1128 956 139 981 125 Arrive On Green 0.03 0.15 0.15 0.05 0.16 0.16 0.08 0.60 0.60 0.08 0.60 0.60 Sat Flow, veh/h 1795 3582 1598 1795 1885 1598 1795 1885 1598 1795 1639 208 Grp Volume(v), veh/h 24 291 79 49 253 135 115 125 77 116 0 133 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1795 1885 1598 1795 1885 1598 1795 0 1847 Q Serve(g_s), s 2.0 11.3 6.7 4.0 19.5 11.6 9.5 4.3 3.1 9.6 0.0 4.7 Cycle Q Clear(g_c), s 2.0 11.3 6.7 4.0 19.5 11.6 9.5 4.3 3.1 9.6 0.0 4.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.11
Lane Grp Cap(c), veh/h 61 526 235 83 301 255 138 1128 956 139 0 1106 V/C Ratio(X) 0.40 0.55 0.34 0.59 0.84 0.53 0.84 0.11 0.08 0.84 0.00 0.12 Avail Cap(c_a), veh/h 371 812 362 371 427 362 371 1128 956 371 0 1106 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 1.00 0.00 1.00 Uniform Delay (d), s/veh 71.0 59.4 57.4 70.1 61.2 57.9 68.3 13.0 12.7 68.3 0.0 13.0 Incr Delay (d2), s/veh 1.6 1.7 1.6 2.4 13.6 3.2 5.0 0.2 0.2 5.0 0.0 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/ln0.9 5.2 0.1 1.9 10.3 4.9 4.5 1.8 1.1 4.5 0.0 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.5 61.1 59.0 72.6 74.8 61.0 73.3 13.2 12.9 73.3 0.0 13.2 LnGrp LOS E EEEEEEBBEAB
Approach Vol, veh/h 394 437 317 249
Approach Delay, s/veh 61.4 70.3 34.9 41.2
Approach LOS E E C D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.5 95.5 9.1 29.9 15.6 95.4 11.0 28.0 Change Period (Y+Rc), s 4.0 5.7 4.0 6.0 4.0 5.7 4.0 6.0 Max Green Setting (Gmax), s 31.0 34.3 31.0 34.0 31.0 34.3 31.0 34.0 Max Q Clear Time (g_c+I1), s 11.5 6.7 4.0 21.5 11.6 6.3 6.0 13.3 Green Ext Time (p_c), s 0.1 0.6 0.0 2.4 0.1 0.8 0.0 3.3 Intersection Summary
HCM 6th Ctrl Delay 54.6
HCM 6th LOS D
2242
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 1: Willow Avenue & International Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 22 70 198 14 267 53 364 305 14 62 434 86 Future Volume (veh/h) 22 70 198 14 267 53 364 305 14 62 434 86 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 1885 1885 1885 1870 1870 1870 1885 1885 1885 1870 1870 1870 Adj Flow Rate, veh/h 29 92 261 18 351 70 479 401 18 82 571 113 Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Percent Heavy Veh, % 111222111222
Cap, veh/h 71 445 377 52 414 351 353 1874 836 103 2410 748 Arrive On Green 0.04 0.24 0.24 0.03 0.22 0.22 0.03 0.17 0.17 0.06 0.47 0.47 Sat Flow, veh/h 1795 1885 1598 1781 1870 1585 3483 3582 1598 1781 5106 1585 Grp Volume(v), veh/h 29 92 261 18 351 70 479 401 18 82 571 113 Grp Sat Flow(s),veh/h/ln 1795 1885 1598 1781 1870 1585 1742 1791 1598 1781 1702 1585 Q Serve(g_s), s 2.1 5.3 20.1 1.3 24.3 4.9 13.7 13.0 1.3 6.1 9.0 5.5 Cycle Q Clear(g_c), s 2.1 5.3 20.1 1.3 24.3 4.9 13.7 13.0 1.3 6.1 9.0 5.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 71 445 377 52 414 351 353 1874 836 103 2410 748 V/C Ratio(X) 0.41 0.21 0.69 0.35 0.85 0.20 1.36 0.21 0.02 0.80 0.24 0.15 Avail Cap(c_a), veh/h 205 617 523 211 612 519 353 1874 836 194 2410 748 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.3 41.4 47.1 64.3 50.4 42.8 65.2 32.0 27.2 62.8 21.2 20.3 Incr Delay (d2), s/veh 1.4 0.5 5.3 1.5 9.8 0.5 176.7 0.3 0.0 5.2 0.2 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 2.6 8.6 0.6 12.5 2.0 15.1 6.2 0.5 2.9 3.5 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.7 42.0 52.4 65.8 60.2 43.3 241.9 32.3 27.2 68.0 21.4 20.7 LnGrp LOS E D D E E D F C C E C C
Approach Vol, veh/h 382 439 898 766
Approach Delay, s/veh 50.8 57.7 144.0 26.3
Approach LOS D E F C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 69.4 9.9 35.7 13.1 76.3 7.9 37.7 Change Period (Y+Rc), s 6.3 5.7 4.6 5.8 5.3 5.7 4.0 5.8 Max Green Setting (Gmax), s 13.7 39.3 15.4 44.2 14.7 39.3 16.0 44.2 Max Q Clear Time (g_c+I1), s 15.7 11.0 4.1 26.3 8.1 15.0 3.3 22.1 Green Ext Time (p_c), s 0.0 9.6 0.0 3.6 0.0 5.5 0.0 3.1 Intersection Summary
HCM 6th Ctrl Delay 78.2
HCM 6th LOS E
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 2: Willow Avenue & Behymer Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 67 126 203 16 131 55 84 567 16 48 581 74 Future Volume (veh/h) 67 126 203 16 131 55 84 567 16 48 581 74 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 0.98 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 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 85 159 257 20 166 70 106 718 20 61 735 94 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh, % 2 22333222111
Cap, veh/h 106 383 325 55 204 86 129 2793 867 96 2716 823 Arrive On Green 0.06 0.20 0.20 0.03 0.16 0.16 0.07 0.55 0.55 0.11 1.00 1.00 Sat Flow, veh/h 1781 1870 1585 1767 1239 522 1781 5106 1585 1795 5147 1560 Grp Volume(v), veh/h 85 159 257 20 0 236 106 718 20 61 735 94 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1767 0 1761 1781 1702 1585 1795 1716 1560 Q Serve(g_s), s 6.4 10.0 20.8 1.5 0.0 17.4 7.9 10.0 0.8 4.4 0.0 0.0 Cycle Q Clear(g_c), s 6.4 10.0 20.8 1.5 0.0 17.4 7.9 10.0 0.8 4.4 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.30 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 106 383 325 55 0 290 129 2793 867 96 2716 823 V/C Ratio(X) 0.80 0.42 0.79 0.36 0.00 0.81 0.82 0.26 0.02 0.64 0.27 0.11 Avail Cap(c_a), veh/h 143 603 511 202 0 607 194 2793 867 196 2716 823 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 1.00 1.00 1.00 0.00 1.00 0.98 0.98 0.98 0.94 0.94 0.94 Uniform Delay (d), s/veh 62.7 46.6 50.9 64.1 0.0 54.4 61.7 16.1 14.0 59.1 0.0 0.0 Incr Delay (d2), s/veh 15.1 0.9 5.3 1.5 0.0 11.5 9.3 0.2 0.0 2.5 0.2 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/ln3.3 4.8 8.7 0.7 0.0 8.7 3.9 4.0 0.3 2.0 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.8 47.5 56.2 65.5 0.0 65.9 71.1 16.3 14.1 61.5 0.2 0.3 LnGrp LOS E D EEAEEBBEAA
Approach Vol, veh/h 501 256 844 890
Approach Delay, s/veh 57.1 65.9 23.2 4.4
Approach LOS E E C A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.1 76.9 14.2 28.7 12.5 79.5 8.8 34.2 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 14.7 39.3 10.8 46.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 9.9 2.0 8.4 19.4 6.4 12.0 3.5 22.8 Green Ext Time (p_c), s 0.0 14.8 0.0 2.8 0.0 11.6 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 27.7
HCM 6th LOS C
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 3: Willow Avenue & Shepherd Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 255 145 47 332 113 160 587 50 166 740 50 Future Volume (veh/h) 29 255 145 47 332 113 160 587 50 166 740 50 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 0.99 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 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 33 290 165 53 377 128 182 667 57 189 841 57 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 22333333111
Cap, veh/h 140 538 240 167 592 263 231 2831 878 239 2882 883 Arrive On Green 0.04 0.15 0.15 0.05 0.17 0.17 0.07 0.56 0.56 0.07 0.56 0.56 Sat Flow, veh/h 3456 3554 1585 3428 3526 1570 3428 5066 1572 3483 5147 1576 Grp Volume(v), veh/h 33 290 165 53 377 128 182 667 57 189 841 57 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1714 1763 1570 1714 1689 1572 1742 1716 1576 Q Serve(g_s), s 1.3 10.9 14.3 2.2 14.4 10.7 7.6 9.7 2.4 7.7 12.5 2.4 Cycle Q Clear(g_c), s 1.3 10.9 14.3 2.2 14.4 10.7 7.6 9.7 2.4 7.7 12.5 2.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 140 538 240 167 592 263 231 2831 878 239 2882 883 V/C Ratio(X) 0.24 0.54 0.69 0.32 0.64 0.49 0.79 0.24 0.06 0.79 0.29 0.06 Avail Cap(c_a), veh/h 462 1073 479 430 1065 474 442 2831 878 449 2882 883 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 0.61 0.61 0.61 1.00 1.00 1.00 0.95 0.95 0.95 Uniform Delay (d), s/veh 67.4 56.8 58.3 66.6 56.2 54.7 66.6 16.3 14.6 66.5 16.8 14.6 Incr Delay (d2), s/veh 0.3 2.0 8.0 0.2 1.0 1.2 2.2 0.2 0.1 2.1 0.2 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/ln0.6 5.1 6.3 1.0 6.5 4.4 3.4 3.9 0.9 3.5 5.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.7 58.8 66.2 66.9 57.2 55.8 68.8 16.4 14.8 68.6 17.0 14.7 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 488 558 906 1087
Approach Delay, s/veh 61.9 57.8 26.9 25.9
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.1 86.9 11.5 30.5 16.3 86.7 13.9 28.2 Change Period (Y+Rc), s 6.3 5.7 5.6 6.2 6.3 5.7 6.8 6.2 Max Green Setting (Gmax), s 18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s 9.6 14.5 3.3 16.4 9.7 11.7 4.2 16.3 Green Ext Time (p_c), s 0.2 13.2 0.0 4.2 0.2 11.2 0.0 5.3 Intersection Summary
HCM 6th Ctrl Delay 37.8
HCM 6th LOS D
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HCM 6th TWSC Tract Map 6343 Project
4: Minnewawa Avenue & International Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 4
Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 101 0 1 0 317 202 0 0 247 6
Future Vol, veh/h 1 0 101 0 1 0 317 202 0 0 247 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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 3 33222444222
Mvmt Flow 1 0 125 0 1 0 391 249 0 0 305 7
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1341 1340 309 1402 1343 249 312 0 0 249 0 0 Stage 1 309 309 - 1031 1031 -------
Stage 2 1032 1031 - 371 312 -------
Critical Hdwy 7.13 6.53 6.23 7.12 6.52 6.22 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.13 5.53 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.12 5.52 -------
Follow-up Hdwy 3.527 4.027 3.327 3.518 4.018 3.318 2.236 - - 2.218 - - Pot Cap-1 Maneuver 129 152 729 117 152 790 1237 - - 1317 - - Stage 1 699 658 - 281 310 -------
Stage 2 280 309 - 649 658 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 91 96 729 69 96 790 1237 - - 1317 - - Mov Cap-2 Maneuver 91 96 - 69 96 -------
Stage 1 442 658 - 178 196 -------
Stage 2 176 196 - 538 658 -------
Approach EB WB NB SB
HCM Control Delay, s 11.5 43 5.7 0

HCM LOS B E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1237 - - 682 96 1317 - -
HCM Lane V/C Ratio 0.316 - - 0.185 0.013 - - -
HCM Control Delay (s) 9.3 0 - 11.5 43 0 - -
HCM Lane LOS A A - B E A - -
HCM 95th %tile Q(veh) 1.4 - - 0.7 0 0 - -
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HCM 6th AWSC Tract Map 6343 Project
5: Minnewawa Avenue & Behymer Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 5
Intersection
Intersection Delay, s/veh 69.9
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 119 44 12 160 306 41 212 8 126 225 3 Future Vol, veh/h 3 119 44 12 160 306 41 212 8 126 225 3 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 333444444222
Mvmt Flow 4 143 53 14 193 369 49 255 10 152 271 4
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 19.8 121.5 30 53.3

HCM LOS C F D F

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 16% 2% 3% 36%
Vol Thru, % 81% 72% 33% 64%
Vol Right, % 3% 27% 64% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 261 166 478 354
LT Vol 41 3 12 126
Through Vol 212 119 160 225
RT Vol 8 44 306 3
Lane Flow Rate 314 200 576 427
Geometry Grp 1111
Degree of Util (X) 0.705 0.469 1.17 0.913
Departure Headway (Hd) 8.711 9.039 7.316 8.299
Convergence, Y/N Yes Yes Yes Yes
Cap 418 402 501 439
Service Time 6.711 7.039 5.316 6.299
HCM Lane V/C Ratio 0.751 0.498 1.15 0.973
HCM Control Delay 30 19.8 121.5 53.3
HCM Lane LOS D C F F
HCM 95th-tile Q 5.3 2.4 20.8 10.1
2247
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 6: Minnewawa Avenue & Shepherd Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 33 358 152 69 346 91 127 150 49 103 159 29 Future Volume (veh/h) 33 358 152 69 346 91 127 150 49 103 159 29 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 1856 1856 1856 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 39 426 181 82 412 108 151 179 58 123 189 35 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, % 1 11333222222
Cap, veh/h 115 812 362 142 451 382 177 852 722 149 823 697 Arrive On Green 0.06 0.23 0.23 0.08 0.24 0.24 0.10 0.46 0.46 0.08 0.44 0.44 Sat Flow, veh/h 1795 3582 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 39 426 181 82 412 108 151 179 58 123 189 35 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 2.7 13.6 12.8 5.8 28.1 7.3 10.8 7.5 2.7 8.8 8.2 1.6 Cycle Q Clear(g_c), s 2.7 13.6 12.8 5.8 28.1 7.3 10.8 7.5 2.7 8.8 8.2 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 115 812 362 142 451 382 177 852 722 149 823 697 V/C Ratio(X) 0.34 0.52 0.50 0.58 0.91 0.28 0.85 0.21 0.08 0.83 0.23 0.05 Avail Cap(c_a), veh/h 290 937 418 285 485 411 288 852 722 288 823 697 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) 0.82 0.82 0.82 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.2 44.1 43.8 57.7 47.9 40.0 57.6 21.3 20.0 58.6 22.7 20.9 Incr Delay (d2), s/veh 0.5 0.7 1.3 1.4 21.8 0.7 6.8 0.6 0.2 4.4 0.7 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/ln1.2 6.1 5.2 2.7 15.7 2.9 5.2 3.4 1.1 4.2 3.8 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.8 44.8 45.2 59.1 69.6 40.6 64.4 21.9 20.2 63.0 23.3 21.0 LnGrp LOS E D D E E D E C C E C C
Approach Vol, veh/h 646 602 388 347
Approach Delay, s/veh 45.7 63.0 38.2 37.2
Approach LOS D E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.9 63.2 12.3 37.6 14.9 65.2 14.4 35.5 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s 12.8 10.2 4.7 30.1 10.8 9.5 7.8 15.6 Green Ext Time (p_c), s 0.1 1.6 0.0 1.5 0.1 1.3 0.1 4.9 Intersection Summary
HCM 6th Ctrl Delay 48.0
HCM 6th LOS D
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AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
8: Clovis Avenue & Baron Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 7
Intersection
Intersection Delay, s/veh11.5
Intersection LOS B
Movement EBT EBR WBL WBT NBU NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 279 0 83 0 96
Future Vol, veh/h 0 0 279 0 83 0 96
Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69
Heavy Vehicles, % 0 000009
Mvmt Flow 0 0 404 0 120 0 139
Number of Lanes 0 010101
Approach WB NB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left NB
Conflicting Lanes Left 2 0
Conflicting Approach Right WB
Conflicting Lanes Right 0 1
HCM Control Delay 13 9.2

HCM LOS B A

Lane NBLn1 NBLn2WBLn1
Vol Left, % 0% 0% 100%
Vol Thru, % 100% 0% 0%
Vol Right, % 0% 100% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 83 96 279
LT Vol 0 0 279
Through Vol 83 0 0
RT Vol 0 96 0
Lane Flow Rate 120 139 404
Geometry Grp 7 7 2
Degree of Util (X) 0.184 0.191 0.531
Departure Headway (Hd) 5.504 4.952 4.727
Convergence, Y/N Yes Yes Yes
Cap 651 722 764
Service Time 3.249 2.697 2.76
HCM Lane V/C Ratio 0.184 0.193 0.529
HCM Control Delay 9.5 8.9 13
HCM Lane LOS A A B
HCM 95th-tile Q 0.7 0.7 3.2
2249
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 9: Clovis Avenue & Shepherd Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 337 118 109 294 62 80 114 86 59 231 147 Future Volume (veh/h) 60 337 118 109 294 62 80 114 86 59 231 147 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 1856 1856 1856 1870 1870 1870 1796 1796 1796 1826 1826 1826 Adj Flow Rate, veh/h 72 406 142 131 354 75 96 137 104 71 278 177 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, % 3 33222777555
Cap, veh/h 230 552 245 245 570 254 119 1483 662 588 1870 834 Arrive On Green 0.07 0.16 0.16 0.07 0.16 0.16 0.07 0.43 0.43 0.17 0.54 0.54 Sat Flow, veh/h 3428 3526 1566 3456 3554 1585 1711 3413 1522 3374 3469 1547 Grp Volume(v), veh/h 72 406 142 131 354 75 96 137 104 71 278 177 Grp Sat Flow(s),veh/h/ln1714 1763 1566 1728 1777 1585 1711 1706 1522 1687 1735 1547 Q Serve(g_s), s 2.8 15.4 11.8 5.1 13.0 5.8 7.7 3.3 5.8 2.5 5.6 8.3 Cycle Q Clear(g_c), s 2.8 15.4 11.8 5.1 13.0 5.8 7.7 3.3 5.8 2.5 5.6 8.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 230 552 245 245 570 254 119 1483 662 588 1870 834 V/C Ratio(X) 0.31 0.74 0.58 0.53 0.62 0.29 0.80 0.09 0.16 0.12 0.15 0.21 Avail Cap(c_a), veh/h 598 856 380 602 863 385 298 1483 662 588 1870 834 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 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.2 56.3 54.8 62.8 54.8 51.8 64.2 23.3 24.0 48.8 16.2 16.8 Incr Delay (d2), s/veh 0.3 2.8 3.2 0.7 1.6 0.9 4.7 0.1 0.5 0.4 0.2 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/ln1.2 7.1 4.9 2.3 6.0 2.4 3.5 1.4 2.2 1.1 2.3 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.5 59.1 57.9 63.5 56.4 52.7 68.9 23.4 24.5 49.2 16.3 17.4 LnGrp LOS E EEEEDECCDBB
Approach Vol, veh/h 620 560 337 526
Approach Delay, s/veh 59.2 57.6 36.7 21.1
Approach LOS E E D C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.4 81.2 15.0 28.5 30.0 66.5 15.5 27.9 Change Period (Y+Rc), s 5.6 5.7 5.6 6.0 5.6 5.7 5.6 6.0 Max Green Setting (Gmax), s 24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s 9.7 10.3 4.8 15.0 4.5 7.8 7.1 17.4 Green Ext Time (p_c), s 0.1 6.8 0.1 3.5 0.1 2.4 0.2 4.1 Intersection Summary
HCM 6th Ctrl Delay 45.2
HCM 6th LOS D
2250
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 10: Clovis Avenue & Teague Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 77 222 263 260 420 195
Future Volume (veh/h) 77 222 263 260 420 195
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 1885 1885 1870 1870 1870 1870
Adj Flow Rate, veh/h 101 292 346 342 553 257
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76
Percent Heavy Veh, % 1 12222
Cap, veh/h 371 330 356 2393 1515 676
Arrive On Green 0.21 0.21 0.20 0.67 0.43 0.43
Sat Flow, veh/h 1795 1598 1781 3647 3647 1585
Grp Volume(v), veh/h 101 292 346 342 553 257
Grp Sat Flow(s),veh/h/ln1795 1598 1781 1777 1777 1585
Q Serve(g_s), s 4.0 15.1 16.4 3.0 9.0 9.4
Cycle Q Clear(g_c), s 4.0 15.1 16.4 3.0 9.0 9.4
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 371 330 356 2393 1515 676
V/C Ratio(X) 0.27 0.88 0.97 0.14 0.36 0.38
Avail Cap(c_a), veh/h 530 472 356 2393 1515 676
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 0.96 0.96
Uniform Delay (d), s/veh 28.3 32.7 33.8 5.0 16.6 16.7
Incr Delay (d2), s/veh 0.1 10.4 39.7 0.1 0.7 1.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.7 6.6 10.8 1.0 3.6 3.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.5 43.2 73.5 5.1 17.2 18.3
LnGrp LOS C D EABB
Approach Vol, veh/h 393 688 810
Approach Delay, s/veh 39.4 39.5 17.5
Approach LOS D D B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s21.0 41.5 62.5 22.5
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s 17.0 28.7 49.7 25.1
Max Q Clear Time (g_c+I1), s 18.4 11.4 5.0 17.1
Green Ext Time (p_c), s 0.0 5.5 3.1 0.5
Intersection Summary
HCM 6th Ctrl Delay 30.1
HCM 6th LOS C
2251
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 11: Clovis Avenue & Nees Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 306 194 35 363 180 70 335 20 70 536 70 Future Volume (veh/h) 40 306 194 35 363 180 70 335 20 70 536 70 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 46 352 223 40 417 207 80 385 23 80 616 80 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 22111333222
Cap, veh/h 91 412 350 87 411 348 102 1935 843 103 1951 849 Arrive On Green 0.05 0.22 0.22 0.05 0.22 0.22 0.06 0.55 0.55 0.06 0.55 0.55 Sat Flow, veh/h 1781 1870 1585 1795 1885 1595 1767 3526 1536 1781 3554 1547 Grp Volume(v), veh/h 46 352 223 40 417 207 80 385 23 80 616 80 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1795 1885 1595 1767 1763 1536 1781 1777 1547 Q Serve(g_s), s 3.8 27.1 19.1 3.3 32.7 17.5 6.7 8.3 1.0 6.6 14.2 3.7 Cycle Q Clear(g_c), s 3.8 27.1 19.1 3.3 32.7 17.5 6.7 8.3 1.0 6.6 14.2 3.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 91 412 350 87 411 348 102 1935 843 103 1951 849 V/C Ratio(X) 0.50 0.85 0.64 0.46 1.01 0.60 0.78 0.20 0.03 0.78 0.32 0.09 Avail Cap(c_a), veh/h 392 495 420 311 411 348 365 1935 843 309 1951 849 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 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.3 56.1 53.0 69.4 58.7 52.7 69.7 17.1 15.5 69.7 18.5 16.1 Incr Delay (d2), s/veh 1.6 13.0 3.3 1.4 48.1 3.4 4.7 0.2 0.1 4.6 0.4 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/ln1.8 14.3 8.0 1.5 21.1 7.4 3.2 3.5 0.4 3.2 6.0 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.9 69.2 56.3 70.8 106.8 56.1 74.4 17.4 15.5 74.3 18.9 16.3 LnGrp LOS E E E E F EEBBEBB
Approach Vol, veh/h 621 664 488 776
Approach Delay, s/veh 64.7 88.8 26.6 24.3
Approach LOS E F C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s12.7 87.6 11.7 38.0 12.7 87.6 11.3 38.4 Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0 5.3 4.0 5.3 Max Green Setting (Gmax), s 31.0 34.7 33.0 32.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s 8.7 16.2 5.8 34.7 8.6 10.3 5.3 29.1 Green Ext Time (p_c), s 0.1 6.2 0.0 0.0 0.1 4.2 0.0 3.2 Intersection Summary
HCM 6th Ctrl Delay 51.4
HCM 6th LOS D
2252
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 12: Clovis Avenue & Alluvial Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 269 153 44 407 89 127 321 61 126 690 40 Future Volume (veh/h) 15 269 153 44 407 89 127 321 61 126 690 40 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1826 1826 1826 1870 1870 1870 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 17 302 172 49 457 100 143 361 69 142 775 45 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 5 55222333111
Cap, veh/h 62 437 370 117 504 427 169 1310 248 171 1527 89 Arrive On Green 0.04 0.24 0.24 0.07 0.27 0.27 0.10 0.44 0.44 0.10 0.44 0.44 Sat Flow, veh/h 1739 1826 1545 1781 1870 1585 1767 2947 557 1795 3435 199 Grp Volume(v), veh/h 17 302 172 49 457 100 143 214 216 142 404 416 Grp Sat Flow(s),veh/h/ln1739 1826 1545 1781 1870 1585 1767 1763 1741 1795 1791 1844 Q Serve(g_s), s 1.2 18.8 11.9 3.3 29.5 6.2 10.0 9.6 9.8 9.7 20.2 20.2 Cycle Q Clear(g_c), s 1.2 18.8 11.9 3.3 29.5 6.2 10.0 9.6 9.8 9.7 20.2 20.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.32 1.00 0.11
Lane Grp Cap(c), veh/h 62 437 370 117 504 427 169 784 774 171 796 819 V/C Ratio(X) 0.27 0.69 0.46 0.42 0.91 0.23 0.85 0.27 0.28 0.83 0.51 0.51 Avail Cap(c_a), veh/h 153 574 486 157 588 498 226 784 774 230 796 819 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 58.7 43.3 40.7 56.1 44.2 35.6 55.6 21.9 22.0 55.5 24.9 24.9 Incr Delay (d2), s/veh 0.9 1.7 0.6 0.9 16.5 0.3 15.6 0.9 0.9 12.2 2.1 2.1 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/ln0.5 8.7 4.6 1.5 15.9 2.4 5.2 4.2 4.2 5.0 9.0 9.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.6 45.0 41.3 57.0 60.7 35.9 71.2 22.8 22.9 67.8 27.1 27.0 LnGrp LOS E D D E E D E C C E C C
Approach Vol, veh/h 491 606 573 962
Approach Delay, s/veh 44.2 56.3 34.9 33.0
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.9 61.3 8.5 39.4 15.9 61.3 12.2 35.6 Change Period (Y+Rc), s 4.0 5.7 4.0 5.7 4.0 5.7 4.0 5.7 Max Green Setting (Gmax), s 16.0 39.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s 12.0 22.2 3.2 31.5 11.7 11.8 5.3 20.8 Green Ext Time (p_c), s 0.1 4.9 0.0 2.1 0.1 3.0 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 40.9
HCM 6th LOS D
2253
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 13: SR-168 WB Ramps & Herndon Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 959 491 0 1460 650 0 0 0 66 0 729 Future Volume (veh/h) 0 959 491 0 1460 650 0 0 0 66 0 729 Initial Q (Qb), veh 0 00000 000
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 0 1870 1870 0 1870 1870 1885 0 1885 Adj Flow Rate, veh/h 0 1020 522 0 1916 0 70 0 776
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 22022 101
Cap, veh/h 0 3674 905 0 4272 930 0 751
Arrive On Green 0.00 0.57 0.57 0.00 0.76 0.00 0.27 0.00 0.27 Sat Flow, veh/h 0 6696 1585 0 7481 1585 3483 0 2812
Grp Volume(v), veh/h 0 1020 522 0 1916 0 70 0 776
Grp Sat Flow(s),veh/h/ln 0 1609 1585 0 1870 1585 1742 0 1406 Q Serve(g_s), s 0.0 10.5 27.4 0.0 12.1 0.0 2.0 0.0 34.7 Cycle Q Clear(g_c), s 0.0 10.5 27.4 0.0 12.1 0.0 2.0 0.0 34.7 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3674 905 0 4272 930 0 751
V/C Ratio(X) 0.00 0.28 0.58 0.00 0.45 0.08 0.00 1.03
Avail Cap(c_a), veh/h 0 4019 990 0 4673 930 0 751
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.92 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 14.2 17.8 0.0 8.2 0.0 35.6 0.0 47.7 Incr Delay (d2), s/veh 0.0 0.2 2.7 0.0 0.3 0.0 0.1 0.0 41.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 3.9 10.5 0.0 4.0 0.0 0.9 0.0 16.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 14.4 20.5 0.0 8.5 0.0 35.7 0.0 89.6 LnGrp LOS A B C A A D A F
Approach Vol, veh/h 1542 1916 846
Approach Delay, s/veh 16.5 8.5 85.1
Approach LOS B A F
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 81.0 42.0 81.0
Change Period (Y+Rc), s 6.8 7.3 6.8
Max Green Setting (Gmax), s 81.2 34.7 81.2
Max Q Clear Time (g_c+I1), s 29.4 36.7 14.1
Green Ext Time (p_c), s 38.8 0.0 60.1
Intersection Summary
HCM 6th Ctrl Delay 26.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. 2254
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 14: SR-168 EB Ramps & Herndon Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 812 213 0 1656 79 454 0 504 0 0 0 Future Volume (veh/h) 0 812 213 0 1656 79 454 0 504 0 0 0 Initial Q (Qb), veh 0 00000000
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 0 1870 1870 0 1885 1885 1841 0 1841 Adj Flow Rate, veh/h 0 902 0 0 1840 88 504 0 560
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 22011404
Cap, veh/h 0 2985 0 4464 934 1536 0 853
Arrive On Green 0.00 0.58 0.00 0.00 0.58 0.58 0.31 0.00 0.31 Sat Flow, veh/h 0 5274 1585 0 7993 1598 4944 0 2745
Grp Volume(v), veh/h 0 902 0 0 1840 88 504 0 560
Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1527 1598 1648 0 1373 Q Serve(g_s), s 0.0 11.6 0.0 0.0 17.1 3.1 10.2 0.0 23.0 Cycle Q Clear(g_c), s 0.0 11.6 0.0 0.0 17.1 3.1 10.2 0.0 23.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2985 0 4464 934 1536 0 853
V/C Ratio(X) 0.00 0.30 0.00 0.41 0.09 0.33 0.00 0.66
Avail Cap(c_a), veh/h 0 2985 0 4464 934 1536 0 853
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.98 0.00 0.00 0.74 0.74 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 13.6 0.0 0.0 14.8 11.9 34.4 0.0 38.8 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.2 0.1 0.6 0.0 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 4.5 0.0 0.0 5.9 1.2 4.2 0.0 8.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 13.9 0.0 0.0 15.0 12.0 35.0 0.0 42.7 LnGrp LOS A B A B B C A D
Approach Vol, veh/h 902 1928 1064
Approach Delay, s/veh 13.9 14.9 39.0
Approach LOS B B D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 82.8 82.8 47.2
Change Period (Y+Rc), s 6.8 6.8 6.8
Max Green Setting (Gmax), s 76.0 76.0 40.4
Max Q Clear Time (g_c+I1), s 13.6 19.1 25.0
Green Ext Time (p_c), s 25.8 51.4 8.3
Intersection Summary
HCM 6th Ctrl Delay 21.2
HCM 6th LOS C
Notes
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 2255
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 15: Clovis Avenue & Herndon Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 271 832 214 148 1021 160 232 263 120 170 308 482 Future Volume (veh/h) 271 832 214 148 1021 160 232 263 120 170 308 482 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1856 1856 1856 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 291 895 230 159 1098 172 249 283 129 183 331 518 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, % 3 33222222111
Cap, veh/h 340 2190 680 290 2129 661 312 889 373 314 1305 703 Arrive On Green 0.10 0.43 0.43 0.08 0.42 0.42 0.09 0.25 0.25 0.09 0.25 0.25 Sat Flow, veh/h 3428 5066 1572 3456 5106 1584 3456 3505 1470 3483 5147 2773 Grp Volume(v), veh/h 291 895 230 159 1098 172 249 274 138 183 331 518 Grp Sat Flow(s),veh/h/ln1714 1689 1572 1728 1702 1584 1728 1702 1571 1742 1716 1387 Q Serve(g_s), s 13.0 18.9 15.1 6.8 24.8 11.0 10.9 10.1 11.1 7.8 8.0 26.6 Cycle Q Clear(g_c), s 13.0 18.9 15.1 6.8 24.8 11.0 10.9 10.1 11.1 7.8 8.0 26.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00
Lane Grp Cap(c), veh/h 340 2190 680 290 2129 661 312 863 398 314 1305 703 V/C Ratio(X) 0.86 0.41 0.34 0.55 0.52 0.26 0.80 0.32 0.35 0.58 0.25 0.74 Avail Cap(c_a), veh/h 553 2190 680 557 2129 661 669 863 398 674 1305 703 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) 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 68.7 30.3 29.3 68.2 33.6 29.5 69.1 47.0 47.3 67.7 46.2 53.1 Incr Delay (d2), s/veh 3.5 0.5 1.2 0.6 0.9 1.0 1.8 1.0 2.4 0.6 0.5 6.8 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/ln5.9 7.9 6.0 3.1 10.5 4.5 4.9 4.5 4.7 3.5 3.5 10.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.3 30.9 30.5 68.8 34.5 30.5 70.9 47.9 49.7 68.3 46.6 59.9 LnGrp LOS E C C E C C E D D E D E
Approach Vol, veh/h 1416 1429 661 1032
Approach Delay, s/veh 39.3 37.8 57.0 57.1
Approach LOS D D E E
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s20.4 70.6 19.0 45.0 18.0 73.0 19.0 45.0 Change Period (Y+Rc), s 5.0 6.0 5.0 5.7 5.0 6.0 5.0 5.7 Max Green Setting (Gmax), s 25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s 15.0 26.8 9.8 13.1 8.8 20.9 12.9 28.6 Green Ext Time (p_c), s 0.4 5.8 0.3 1.7 0.2 6.9 0.4 3.7 Intersection Summary
HCM 6th Ctrl Delay 45.5
HCM 6th LOS D
2256
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
16: Baron Avenue & Behymer Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 15
Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 245 8 3 454 25 3
Future Vol, veh/h 245 8 3 454 25 3
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 85 85 85 85 85 85
Heavy Vehicles, % 3 34400
Mvmt Flow 288 9 4 534 29 4
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 297 0 835 293
Stage 1 - - - - 293 -
Stage 2 - - - - 542 -
Critical Hdwy - - 4.14 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.236 - 3.5 3.3
Pot Cap-1 Maneuver - - 1253 - 340 751
Stage 1 - - - - 762 -
Stage 2 - - - - 587 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1253 - 338 751
Mov Cap-2 Maneuver - - - - 338 -
Stage 1 - - - - 762 -
Stage 2 - - - - 584 -
Approach EB WB NB
HCM Control Delay, s 0 0.1 16

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 359 - - 1253 -
HCM Lane V/C Ratio 0.092 - - 0.003 -
HCM Control Delay (s) 16 - - 7.9 0
HCM Lane LOS C - - A A
HCM 95th %tile Q(veh) 0.3 - - 0 -
2257
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
17: Baron Avenue & Perrin Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 16
Intersection
Int Delay, s/veh 3.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 9 104 36 60 175 3
Future Vol, veh/h 9 104 36 60 175 3
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 00000
Mvmt Flow 10 113 39 65 190 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 335 192 193 0 - 0
Stage 1 192 -----
Stage 2 143 -----
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 664 855 1392 - - -
Stage 1 845 -----
Stage 2 889 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 645 855 1392 - - -
Mov Cap-2 Maneuver 645 -----
Stage 1 820 -----
Stage 2 889 -----
Approach EB NB SB
HCM Control Delay, s 10.1 2.9 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1392 - 833 - -
HCM Lane V/C Ratio 0.028 - 0.147 - -
HCM Control Delay (s) 7.7 0 10.1 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.5 - -
2258
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
18: Sunnyside Avenue & Shepherd Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 17
Intersection
Intersection Delay, s/veh 14.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 356 115 31 382 3 57 11 27 2 14 9
Future Vol, veh/h 8 356 115 31 382 3 57 11 27 2 14 9
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 333111000000
Mvmt Flow 8 363 117 32 390 3 58 11 28 2 14 9
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 15.5 14.2 10.2 9.3

HCM LOS C B B A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 60% 2% 7% 8%
Vol Thru, % 12% 74% 92% 56%
Vol Right, % 28% 24% 1% 36%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 95 479 416 25
LT Vol 57 8 31 2
Through Vol 11 356 382 14
RT Vol 27 115 3 9
Lane Flow Rate 97 489 424 26
Geometry Grp 1111
Degree of Util (X) 0.162 0.631 0.568 0.043
Departure Headway (Hd) 6.023 4.649 4.821 6.068
Convergence, Y/N Yes Yes Yes Yes
Cap 599 767 739 593
Service Time 4.024 2.734 2.911 4.073
HCM Lane V/C Ratio 0.162 0.638 0.574 0.044
HCM Control Delay 10.2 15.5 14.2 9.3
HCM Lane LOS B C B A
HCM 95th-tile Q 0.6 4.5 3.6 0.1
2259
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 19: Fowler Avenue & Shepherd Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 299 63 36 285 370 145 92 34 185 125 18 Future Volume (veh/h) 20 299 63 36 285 370 145 92 34 185 125 18 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 1841 1841 1841 Adj Flow Rate, veh/h 21 311 66 38 297 385 151 96 35 193 130 19 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222444
Cap, veh/h 55 765 341 75 424 359 174 912 773 216 805 118 Arrive On Green 0.03 0.22 0.22 0.04 0.23 0.23 0.10 0.49 0.49 0.12 0.51 0.51 Sat Flow, veh/h 1781 3554 1585 1781 1870 1585 1781 1870 1585 1753 1570 229 Grp Volume(v), veh/h 21 311 66 38 297 385 151 96 35 193 0 149 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1870 1585 1781 1870 1585 1753 0 1799 Q Serve(g_s), s 1.7 11.3 5.1 3.1 21.9 34.0 12.5 4.2 1.7 16.3 0.0 6.6 Cycle Q Clear(g_c), s 1.7 11.3 5.1 3.1 21.9 34.0 12.5 4.2 1.7 16.3 0.0 6.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13
Lane Grp Cap(c), veh/h 55 765 341 75 424 359 174 912 773 216 0 923 V/C Ratio(X) 0.38 0.41 0.19 0.50 0.70 1.07 0.87 0.11 0.05 0.89 0.00 0.16 Avail Cap(c_a), veh/h 368 806 359 368 424 359 368 912 773 339 0 923 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 1.00 0.00 1.00 Uniform Delay (d), s/veh 71.2 50.6 48.2 70.3 53.3 58.0 66.7 20.7 20.1 64.8 0.0 19.4 Incr Delay (d2), s/veh 1.6 0.6 0.5 1.9 6.1 67.8 5.0 0.2 0.1 11.8 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/ln0.8 5.1 2.1 1.5 11.1 20.4 6.0 1.9 0.7 8.0 0.0 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.8 51.2 48.7 72.2 59.4 125.8 71.7 21.0 20.2 76.6 0.0 19.8 LnGrp LOS E D D E E F E C C E A B
Approach Vol, veh/h 398 720 282 342
Approach Delay, s/veh 52.0 95.6 48.0 51.8
Approach LOS D F D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s18.7 82.7 8.7 40.0 22.5 78.9 10.4 38.3 Change Period (Y+Rc), s 4.0 5.7 4.0 6.0 4.0 5.7 4.0 6.0 Max Green Setting (Gmax), s 31.0 34.3 31.0 34.0 29.0 36.3 31.0 34.0 Max Q Clear Time (g_c+I1), s 14.5 8.6 3.7 36.0 18.3 6.2 5.1 13.3 Green Ext Time (p_c), s 0.2 0.8 0.0 0.0 0.2 0.6 0.0 3.7 Intersection Summary
HCM 6th Ctrl Delay 69.3
HCM 6th LOS E
2260
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
20: Hammel Avenue & Project Dwy 1 Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 19
Intersection
Int Delay, s/veh 5.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 9 00300
Future Vol, veh/h 9 00300
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 00000
Mvmt Flow 10 00300
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 3 20030
Stage 1 2 -----
Stage 2 1 -----
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 1025 1088 - - 1632 -
Stage 1 1026 -----
Stage 2 1028 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1025 1088 - - 1632 -
Mov Cap-2 Maneuver 1025 -----
Stage 1 1026 -----
Stage 2 1028 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1025 1632 -
HCM Lane V/C Ratio - - 0.01 - -
HCM Control Delay (s) - - 8.5 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
2261
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
21: Hammel Avenue & Project Dwy 2 Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 20
Intersection
Int Delay, s/veh 5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 31 0 3 11 0 9
Future Vol, veh/h 31 0 3 11 0 9
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 00000
Mvmt Flow 34 0 3 12 0 10
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 19 9 0 0 15 0
Stage 1 9 -----
Stage 2 10 -----
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 1004 1079 - - 1616 -
Stage 1 1019 -----
Stage 2 1018 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1004 1079 - - 1616 -
Mov Cap-2 Maneuver 1004 -----
Stage 1 1019 -----
Stage 2 1018 -----
Approach WB NB SB
HCM Control Delay, s 8.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1004 1616 -
HCM Lane V/C Ratio - - 0.034 - -
HCM Control Delay (s) - - 8.7 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
2262
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
22: Project Dwy 3 & Perrin Avenue Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 21
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 40 0 25 14 0 74
Future Vol, veh/h 40 0 25 14 0 74
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 00000
Mvmt Flow 43 0 27 15 0 80
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 43 0 112 43
Stage 1 - - - - 43 -
Stage 2 - - - - 69 -
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 - - 1579 - 890 1033
Stage 1 - - - - 985 -
Stage 2 - - - - 959 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1579 - 875 1033
Mov Cap-2 Maneuver - - - - 875 -
Stage 1 - - - - 985 -
Stage 2 - - - - 943 -
Approach EB WB NB
HCM Control Delay, s 0 4.7 8.8

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1033 - - 1579 -
HCM Lane V/C Ratio 0.078 - - 0.017 -
HCM Control Delay (s) 8.8 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.3 - - 0.1 -
2263
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
23: Baron Avenue & Project Dwy 4 Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 22
Intersection
Int Delay, s/veh 5.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 55 19 21 9 2
Future Vol, veh/h 6 55 19 21 9 2
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 00000
Mvmt Flow 7 60 21 23 10 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 76 11 12 0 - 0
Stage 1 11 -----
Stage 2 65 -----
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 932 1076 1620 - - -
Stage 1 1017 -----
Stage 2 963 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 920 1076 1620 - - -
Mov Cap-2 Maneuver 920 -----
Stage 1 1004 -----
Stage 2 963 -----
Approach EB NB SB
HCM Control Delay, s 8.6 3.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1620 - 1058 - -
HCM Lane V/C Ratio 0.013 - 0.063 - -
HCM Control Delay (s) 7.3 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
2264
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
24: Baron Avenue & Project Dwy 5 Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 23
Intersection
Int Delay, s/veh 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 58 20 34 60 2
Future Vol, veh/h 6 58 20 34 60 2
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 00000
Mvmt Flow 7 63 22 37 65 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 147 66 67 0 - 0
Stage 1 66 -----
Stage 2 81 -----
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 850 1003 1547 - - -
Stage 1 962 -----
Stage 2 947 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 837 1003 1547 - - -
Mov Cap-2 Maneuver 837 -----
Stage 1 948 -----
Stage 2 947 -----
Approach EB NB SB
HCM Control Delay, s 8.9 2.7 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1547 - 985 - -
HCM Lane V/C Ratio 0.014 - 0.071 - -
HCM Control Delay (s) 7.4 0 8.9 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
2265
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
25: Baron Avenue & Project Dwy 6 Existing (2022) WP - AM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 24
Intersection
Int Delay, s/veh 3.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 61 21 48 117 2
Future Vol, veh/h 6 61 21 48 117 2
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 00000
Mvmt Flow 7 66 23 52 127 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 226 128 129 0 - 0
Stage 1 128 -----
Stage 2 98 -----
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 767 927 1469 - - -
Stage 1 903 -----
Stage 2 931 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 755 927 1469 - - -
Mov Cap-2 Maneuver 755 -----
Stage 1 889 -----
Stage 2 931 -----
Approach EB NB SB
HCM Control Delay, s 9.3 2.3 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1469 - 908 - -
HCM Lane V/C Ratio 0.016 - 0.08 - -
HCM Control Delay (s) 7.5 0 9.3 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.3 - -
2266
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 1: Willow Avenue & International Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 37 110 5 62 29 121 374 12 19 266 11 Future Volume (veh/h) 9 37 110 5 62 29 121 374 12 19 266 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 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 10 41 122 6 69 32 134 416 13 21 296 12 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222000111
Cap, veh/h 33 188 159 21 167 142 207 2531 1129 58 3433 1066 Arrive On Green 0.02 0.10 0.10 0.01 0.09 0.09 0.12 1.00 1.00 0.03 0.67 0.67 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 3510 3610 1610 1795 5147 1598 Grp Volume(v), veh/h 10 41 122 6 69 32 134 416 13 21 296 12 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1755 1805 1610 1795 1716 1598 Q Serve(g_s), s 0.7 2.7 10.1 0.5 4.7 2.5 4.9 0.0 0.0 1.5 2.7 0.3 Cycle Q Clear(g_c), s 0.7 2.7 10.1 0.5 4.7 2.5 4.9 0.0 0.0 1.5 2.7 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 33 188 159 21 167 142 207 2531 1129 58 3433 1066 V/C Ratio(X) 0.30 0.22 0.77 0.28 0.41 0.23 0.65 0.16 0.01 0.36 0.09 0.01 Avail Cap(c_a), veh/h 203 612 519 211 612 519 356 2531 1129 196 3433 1066 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 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.4 55.8 59.2 66.1 58.1 57.1 58.2 0.0 0.0 64.0 7.9 7.5 Incr Delay (d2), s/veh 1.9 1.4 16.3 2.6 2.8 1.4 1.3 0.1 0.0 1.4 0.0 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 0.4 1.4 4.8 0.2 2.4 1.1 2.1 0.0 0.0 0.7 0.9 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 57.2 75.4 68.8 60.9 58.5 59.5 0.1 0.0 65.4 8.0 7.6 LnGrp LOS EEEEEEEAAEAA
Approach Vol, veh/h 173 107 563 329
Approach Delay, s/veh 70.6 60.6 14.3 11.6
Approach LOS EEBB
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.2 95.8 7.1 17.9 9.7 100.3 5.6 19.4 Change Period (Y+Rc), s 6.3 5.7 4.6 5.8 5.3 5.7 4.0 5.8 Max Green Setting (Gmax), s 13.7 39.3 15.4 44.2 14.7 39.3 16.0 44.2 Max Q Clear Time (g_c+I1), s 6.9 4.7 2.7 6.7 3.5 2.0 2.5 12.1 Green Ext Time (p_c), s 0.1 4.5 0.0 0.8 0.0 6.5 0.0 1.5 Intersection Summary
HCM 6th Ctrl Delay 26.1
HCM 6th LOS C
2267
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 2: Willow Avenue & Behymer Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 48 81 31 91 26 120 461 24 51 371 10 Future Volume (veh/h) 11 48 81 31 91 26 120 461 24 51 371 10 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 0.98 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 1885 1885 1885 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 12 55 92 35 103 30 136 524 27 58 422 11 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, % 0 00111000111
Cap, veh/h 39 166 141 78 137 40 160 3388 1052 94 3176 963 Arrive On Green 0.02 0.09 0.09 0.04 0.10 0.10 0.09 0.65 0.65 0.11 1.00 1.00 Sat Flow, veh/h 1810 1900 1610 1795 1403 409 1810 5187 1610 1795 5147 1561 Grp Volume(v), veh/h 12 55 92 35 0 133 136 524 27 58 422 11 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1795 0 1812 1810 1729 1610 1795 1716 1561 Q Serve(g_s), s 0.9 3.7 7.5 2.6 0.0 9.7 10.0 5.3 0.8 4.2 0.0 0.0 Cycle Q Clear(g_c), s 0.9 3.7 7.5 2.6 0.0 9.7 10.0 5.3 0.8 4.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.23 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 39 166 141 78 0 176 160 3388 1052 94 3176 963 V/C Ratio(X) 0.31 0.33 0.65 0.45 0.00 0.75 0.85 0.15 0.03 0.62 0.13 0.01 Avail Cap(c_a), veh/h 185 612 519 205 0 584 197 3388 1052 196 3176 963 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 1.00 1.00 1.00 0.00 1.00 0.97 0.97 0.97 0.99 0.99 0.99 Uniform Delay (d), s/veh 65.1 57.9 59.6 63.0 0.0 59.4 60.6 9.0 8.3 59.1 0.0 0.0 Incr Delay (d2), s/veh 1.7 1.4 6.1 1.5 0.0 13.6 20.2 0.1 0.0 2.4 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 1.8 3.3 1.2 0.0 5.1 5.4 1.8 0.3 1.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.7 59.3 65.7 64.5 0.0 72.9 80.8 9.1 8.3 61.5 0.1 0.0 LnGrp LOS E EEEAEFAAEAA
Approach Vol, veh/h 159 168 687 491
Approach Delay, s/veh 63.6 71.2 23.3 7.3
Approach LOS E E C A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s17.3 89.0 9.1 19.6 12.4 93.9 10.4 18.3 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 14.7 39.3 13.8 43.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 12.0 2.0 2.9 11.7 6.2 7.3 4.6 9.5 Green Ext Time (p_c), s 0.0 6.6 0.0 1.5 0.0 8.2 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 27.7
HCM 6th LOS C
2268
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 3: Willow Avenue & Shepherd Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 361 113 36 338 155 243 657 92 144 464 31 Future Volume (veh/h) 36 361 113 36 338 155 243 657 92 144 464 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 0.99 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 1900 1900 1900 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 38 384 120 38 360 165 259 699 98 153 494 33 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000000111
Cap, veh/h 152 568 253 152 597 266 309 2952 916 202 2774 850 Arrive On Green 0.04 0.16 0.16 0.04 0.17 0.17 0.09 0.57 0.57 0.06 0.54 0.54 Sat Flow, veh/h 3510 3610 1610 3510 3610 1607 3510 5187 1609 3483 5147 1576 Grp Volume(v), veh/h 38 384 120 38 360 165 259 699 98 153 494 33 Grp Sat Flow(s),veh/h/ln1755 1805 1610 1755 1805 1607 1755 1729 1609 1742 1716 1576 Q Serve(g_s), s 1.5 14.5 9.8 1.5 13.4 13.8 10.5 9.7 4.1 6.3 7.1 1.4 Cycle Q Clear(g_c), s 1.5 14.5 9.8 1.5 13.4 13.8 10.5 9.7 4.1 6.3 7.1 1.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 152 568 253 152 597 266 309 2952 916 202 2774 850 V/C Ratio(X) 0.25 0.68 0.47 0.25 0.60 0.62 0.84 0.24 0.11 0.76 0.18 0.04 Avail Cap(c_a), veh/h 470 1090 486 441 1090 486 453 2952 916 449 2774 850 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 0.61 0.61 0.61 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 67.1 57.6 55.6 67.1 56.1 56.3 65.1 15.6 14.3 67.3 17.0 15.7 Incr Delay (d2), s/veh 0.3 3.3 3.2 0.2 0.8 2.0 5.9 0.2 0.2 2.2 0.1 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/ln0.7 6.8 4.2 0.7 6.0 5.7 4.9 3.7 1.5 2.8 2.7 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.4 60.9 58.9 67.3 56.9 58.2 71.0 15.8 14.6 69.4 17.2 15.8 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 542 563 1056 680
Approach Delay, s/veh 60.9 58.0 29.2 28.9
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s19.1 83.9 11.9 30.2 14.7 88.2 13.1 29.0 Change Period (Y+Rc), s 6.3 5.7 5.6 6.2 6.3 5.7 6.8 6.2 Max Green Setting (Gmax), s 18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s 12.5 9.1 3.5 15.8 8.3 11.7 3.5 16.5 Green Ext Time (p_c), s 0.2 7.6 0.0 3.8 0.2 11.3 0.0 5.9 Intersection Summary
HCM 6th Ctrl Delay 40.9
HCM 6th LOS D
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HCM 6th TWSC Tract Map 6343 Project
4: Minnewawa Avenue & International Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 4
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 4 0 56 0 0 0 103 216 1 0 238 3
Future Vol, veh/h 4 0 56 0 0 0 103 216 1 0 238 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 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 0 00222111111
Mvmt Flow 5 0 65 0 0 0 120 251 1 0 277 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 771 771 279 803 772 252 280 0 0 252 0 0 Stage 1 279 279 - 492 492 -------
Stage 2 492 492 - 311 280 -------
Critical Hdwy 7.1 6.5 6.2 7.12 6.52 6.22 4.11 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.12 5.52 -------
Follow-up Hdwy 3.5 4 3.3 3.518 4.018 3.318 2.209 - - 2.209 - - Pot Cap-1 Maneuver 320 333 765 302 330 787 1288 - - 1319 - - Stage 1 732 683 - 558 548 -------
Stage 2 562 551 - 699 679 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 293 297 765 253 294 787 1288 - - 1319 - - Mov Cap-2 Maneuver 293 297 - 253 294 -------
Stage 1 653 683 - 498 489 -------
Stage 2 501 491 - 640 679 -------
Approach EB WB NB SB
HCM Control Delay, s 10.8 0 2.6 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1288 - - 691 - 1319 - -
HCM Lane V/C Ratio 0.093 - - 0.101 ----
HCM Control Delay (s) 8.1 0 - 10.8 0 0 - -
HCM Lane LOS A A - B A A - -
HCM 95th %tile Q(veh) 0.3 - - 0.3 - 0 - -
2270
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
5: Minnewawa Avenue & Behymer Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 5
Intersection
Intersection Delay, s/veh 13
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 86 30 6 96 105 46 205 6 105 190 2
Future Vol, veh/h 3 86 30 6 96 105 46 205 6 105 190 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 Heavy Vehicles, % 111000111111
Mvmt Flow 3 98 34 7 109 119 52 233 7 119 216 2
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 10.8 11.9 13.2 14.6

HCM LOS BBBB

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 18% 3% 3% 35%
Vol Thru, % 80% 72% 46% 64%
Vol Right, % 2% 25% 51% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 257 119 207 297
LT Vol 46 3 6 105
Through Vol 205 86 96 190
RT Vol 6 30 105 2
Lane Flow Rate 292 135 235 338
Geometry Grp 1111
Degree of Util (X) 0.453 0.224 0.366 0.521
Departure Headway (Hd) 5.583 5.972 5.6 5.552
Convergence, Y/N Yes Yes Yes Yes
Cap 642 596 637 648
Service Time 3.648 4.057 3.674 3.614
HCM Lane V/C Ratio 0.455 0.227 0.369 0.522
HCM Control Delay 13.2 10.8 11.9 14.6
HCM Lane LOS BBBB
HCM 95th-tile Q 2.4 0.9 1.7 3
2271
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 6: Minnewawa Avenue & Shepherd Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 453 81 36 379 85 104 152 54 76 142 13 Future Volume (veh/h) 20 453 81 36 379 85 104 152 54 76 142 13 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 1900 1900 1900 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 22 487 87 39 408 91 112 163 58 82 153 14 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 11000111111
Cap, veh/h 83 785 350 116 450 381 149 910 772 144 905 767 Arrive On Green 0.05 0.22 0.22 0.06 0.24 0.24 0.08 0.48 0.48 0.08 0.48 0.48 Sat Flow, veh/h 1795 3582 1598 1810 1900 1610 1795 1885 1598 1795 1885 1598 Grp Volume(v), veh/h 22 487 87 39 408 91 112 163 58 82 153 14 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1810 1900 1610 1795 1885 1598 1795 1885 1598 Q Serve(g_s), s 1.5 16.0 5.8 2.7 27.1 5.9 7.9 6.4 2.5 5.7 6.0 0.6 Cycle Q Clear(g_c), s 1.5 16.0 5.8 2.7 27.1 5.9 7.9 6.4 2.5 5.7 6.0 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 83 785 350 116 450 381 149 910 772 144 905 767 V/C Ratio(X) 0.26 0.62 0.25 0.34 0.91 0.24 0.75 0.18 0.08 0.57 0.17 0.02 Avail Cap(c_a), veh/h 290 937 418 292 497 421 290 910 772 290 905 767 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 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.8 45.9 41.9 58.2 48.2 40.2 58.3 19.0 18.0 57.6 19.1 17.7 Incr Delay (d2), s/veh 0.5 1.1 0.4 0.6 20.3 0.5 2.8 0.4 0.2 1.3 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 7.0 2.3 1.2 14.9 2.3 3.6 2.8 0.9 2.7 2.7 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.3 46.9 42.4 58.8 68.6 40.7 61.1 19.5 18.2 58.9 19.5 17.8 LnGrp LOS E D D E E D EBBEBB
Approach Vol, veh/h 596 538 333 249
Approach Delay, s/veh 46.8 63.1 33.3 32.4
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s14.8 68.4 10.0 36.8 14.4 68.8 12.3 34.5 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s 9.9 8.0 3.5 29.1 7.7 8.4 4.7 18.0 Green Ext Time (p_c), s 0.1 1.2 0.0 1.6 0.1 1.0 0.0 4.1 Intersection Summary
HCM 6th Ctrl Delay 47.2
HCM 6th LOS D
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HCM 6th AWSC Tract Map 6343 Project
8: Clovis Avenue & Baron Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 7
Intersection
Intersection Delay, s/veh11.6
Intersection LOS B
Movement EBT EBR WBL WBT NBU NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 188 0 30 0 317
Future Vol, veh/h 0 0 188 0 30 0 317
Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 0.75
Heavy Vehicles, % 0 000002
Mvmt Flow 0 0 251 0 40 0 423
Number of Lanes 0 010101
Approach WB NB
Opposing Approach
Opposing Lanes 0 0
Conflicting Approach Left NB
Conflicting Lanes Left 2 0
Conflicting Approach Right WB
Conflicting Lanes Right 0 1
HCM Control Delay 11 11.9

HCM LOS B B

Lane NBLn1 NBLn2WBLn1
Vol Left, % 0% 0% 100%
Vol Thru, % 100% 0% 0%
Vol Right, % 0% 100% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 30 317 188
LT Vol 0 0 188
Through Vol 30 0 0
RT Vol 0 317 0
Lane Flow Rate 40 423 251
Geometry Grp 7 7 2
Degree of Util (X) 0.057 0.528 0.357
Departure Headway (Hd) 5.17 4.5 5.129
Convergence, Y/N Yes Yes Yes
Cap 692 799 699
Service Time 2.906 2.235 3.178
HCM Lane V/C Ratio 0.058 0.529 0.359
HCM Control Delay 8.2 12.2 11
HCM Lane LOS A B B
HCM 95th-tile Q 0.2 3.1 1.6
2273
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 9: Clovis Avenue & Shepherd Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 122 343 103 77 304 52 140 225 70 37 132 80 Future Volume (veh/h) 122 343 103 77 304 52 140 225 70 37 132 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 1885 1885 1885 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 128 361 108 81 320 55 147 237 74 39 139 84 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 11000000000
Cap, veh/h 247 495 220 240 490 219 145 1644 733 612 1985 885 Arrive On Green 0.07 0.14 0.14 0.07 0.14 0.14 0.08 0.46 0.46 0.17 0.55 0.55 Sat Flow, veh/h 3483 3582 1591 3510 3610 1610 1810 3610 1610 3510 3610 1610 Grp Volume(v), veh/h 128 361 108 81 320 55 147 237 74 39 139 84 Grp Sat Flow(s),veh/h/ln1742 1791 1591 1755 1805 1610 1810 1805 1610 1755 1805 1610 Q Serve(g_s), s 5.0 13.5 8.8 3.1 11.8 4.3 11.2 5.4 3.7 1.3 2.5 3.5 Cycle Q Clear(g_c), s 5.0 13.5 8.8 3.1 11.8 4.3 11.2 5.4 3.7 1.3 2.5 3.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 247 495 220 240 490 219 145 1644 733 612 1985 885 V/C Ratio(X) 0.52 0.73 0.49 0.34 0.65 0.25 1.02 0.14 0.10 0.06 0.07 0.09 Avail Cap(c_a), veh/h 607 870 386 612 877 391 145 1644 733 612 1985 885 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 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.7 57.8 55.8 62.2 57.4 54.1 64.4 22.2 21.8 48.3 14.8 15.0 Incr Delay (d2), s/veh 0.6 3.0 2.5 0.3 2.2 0.9 78.2 0.2 0.3 0.2 0.1 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/ln2.2 6.2 3.6 1.4 5.4 1.7 8.2 2.3 1.4 0.6 1.0 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.4 60.8 58.2 62.5 59.5 55.0 142.6 22.4 22.0 48.5 14.8 15.2 LnGrp LOS E EEEEEFCCDBB
Approach Vol, veh/h 597 456 458 262
Approach Delay, s/veh 60.9 59.5 60.9 20.0
Approach LOS EEEB
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.8 82.7 15.5 25.0 30.0 69.5 15.2 25.4 Change Period (Y+Rc), s 5.6 5.7 5.6 6.0 5.6 5.7 5.6 6.0 Max Green Setting (Gmax), s 11.2 47.5 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s 13.2 5.5 7.0 13.8 3.3 7.4 5.1 15.5 Green Ext Time (p_c), s 0.0 3.6 0.2 2.7 0.0 3.3 0.1 3.3 Intersection Summary
HCM 6th Ctrl Delay 54.5
HCM 6th LOS D
2274
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 10: Clovis Avenue & Teague Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 81 87 156 457 322 68
Future Volume (veh/h) 81 87 156 457 322 68
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 1885 1885 1885 1885 1900 1900
Adj Flow Rate, veh/h 100 107 193 564 398 84
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81
Percent Heavy Veh, % 1 11100
Cap, veh/h 168 149 211 2817 2245 1001
Arrive On Green 0.09 0.09 0.12 0.79 0.62 0.62
Sat Flow, veh/h 1795 1598 1795 3676 3705 1610
Grp Volume(v), veh/h 100 107 193 564 398 84
Grp Sat Flow(s),veh/h/ln1795 1598 1795 1791 1805 1610
Q Serve(g_s), s 4.5 5.5 9.0 3.4 4.0 1.8
Cycle Q Clear(g_c), s 4.5 5.5 9.0 3.4 4.0 1.8
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 168 149 211 2817 2245 1001
V/C Ratio(X) 0.60 0.72 0.91 0.20 0.18 0.08
Avail Cap(c_a), veh/h 530 472 211 2817 2245 1001
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 0.99 0.99
Uniform Delay (d), s/veh 37.0 37.4 37.1 2.3 6.8 6.4
Incr Delay (d2), s/veh 1.3 2.4 38.2 0.2 0.2 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln2.0 2.2 6.1 0.8 1.3 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.3 39.8 75.3 2.5 7.0 6.6
LnGrp LOS D D EAAA
Approach Vol, veh/h 207 757 482
Approach Delay, s/veh 39.1 21.0 6.9
Approach LOS D C A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s14.0 58.2 72.2 12.8
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s 10.0 35.7 49.7 25.1
Max Q Clear Time (g_c+I1), s 11.0 6.0 5.4 7.5
Green Ext Time (p_c), s 0.0 3.6 5.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B
2275
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 11: Clovis Avenue & Nees Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 53 415 249 22 385 74 124 536 46 43 334 46 Future Volume (veh/h) 53 415 249 22 385 74 124 536 46 43 334 46 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1885 1885 1885 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 56 441 265 23 410 79 132 570 49 46 355 49 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00111111000
Cap, veh/h 98 473 401 66 437 370 155 1931 841 93 1819 792 Arrive On Green 0.05 0.25 0.25 0.04 0.23 0.23 0.09 0.54 0.54 0.05 0.50 0.50 Sat Flow, veh/h 1810 1900 1610 1795 1885 1596 1795 3582 1560 1810 3610 1571 Grp Volume(v), veh/h 56 441 265 23 410 79 132 570 49 46 355 49 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1795 1885 1596 1795 1791 1560 1810 1805 1571 Q Serve(g_s), s 4.5 34.1 22.2 1.9 32.0 6.0 10.9 13.1 2.2 3.7 8.1 2.4 Cycle Q Clear(g_c), s 4.5 34.1 22.2 1.9 32.0 6.0 10.9 13.1 2.2 3.7 8.1 2.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 98 473 401 66 437 370 155 1931 841 93 1819 792 V/C Ratio(X) 0.57 0.93 0.66 0.35 0.94 0.21 0.85 0.30 0.06 0.50 0.20 0.06 Avail Cap(c_a), veh/h 374 490 415 323 437 370 371 1931 841 314 1819 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 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.2 55.1 50.7 70.5 56.6 46.6 67.6 19.0 16.5 69.3 20.5 19.1 Incr Delay (d2), s/veh 1.9 25.0 4.4 1.1 28.5 0.4 4.5 0.4 0.1 1.5 0.2 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/ln2.1 19.2 9.3 0.9 18.4 2.4 5.1 5.4 0.8 1.8 3.6 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.2 80.2 55.1 71.6 85.1 47.0 72.1 19.3 16.6 70.8 20.7 19.2 LnGrp LOS E F E E F D EBBECB
Approach Vol, veh/h 762 512 751 450
Approach Delay, s/veh 70.8 78.6 28.4 25.7
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s17.0 80.9 12.1 40.0 11.7 86.2 9.5 42.6 Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0 5.3 4.0 5.3 Max Green Setting (Gmax), s 31.0 34.7 31.0 34.7 26.0 39.7 27.0 38.7 Max Q Clear Time (g_c+I1), s 12.9 10.1 6.5 34.0 5.7 15.1 3.9 36.1 Green Ext Time (p_c), s 0.1 3.8 0.1 0.2 0.0 5.7 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 51.3
HCM 6th LOS D
2276
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 12: Clovis Avenue & Alluvial Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 22 342 175 36 302 77 146 687 67 77 531 17 Future Volume (veh/h) 22 342 175 36 302 77 146 687 67 77 531 17 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 24 372 190 39 328 84 159 747 73 84 577 18 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 11111000000
Cap, veh/h 81 418 354 107 445 377 186 1567 153 164 1646 51 Arrive On Green 0.05 0.22 0.22 0.06 0.24 0.24 0.10 0.47 0.47 0.09 0.46 0.46 Sat Flow, veh/h 1795 1885 1595 1795 1885 1598 1810 3315 324 1810 3571 111 Grp Volume(v), veh/h 24 372 190 39 328 84 159 407 413 84 291 304 Grp Sat Flow(s),veh/h/ln1795 1885 1595 1795 1885 1598 1810 1805 1834 1810 1805 1877 Q Serve(g_s), s 1.6 23.9 13.1 2.6 20.1 5.3 10.8 19.2 19.2 5.5 13.0 13.0 Cycle Q Clear(g_c), s 1.6 23.9 13.1 2.6 20.1 5.3 10.8 19.2 19.2 5.5 13.0 13.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.18 1.00 0.06
Lane Grp Cap(c), veh/h 81 418 354 107 445 377 186 853 867 164 832 865 V/C Ratio(X) 0.30 0.89 0.54 0.37 0.74 0.22 0.86 0.48 0.48 0.51 0.35 0.35 Avail Cap(c_a), veh/h 158 593 502 158 593 502 246 853 867 232 832 865 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 0.96 0.96 0.96 Uniform Delay (d), s/veh 57.7 47.1 43.0 56.5 44.2 38.5 55.2 22.4 22.4 54.2 21.7 21.7 Incr Delay (d2), s/veh 0.7 10.4 0.9 0.8 3.5 0.3 16.1 1.9 1.9 0.9 1.1 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/ln0.7 12.1 5.1 1.2 9.6 2.1 5.6 8.2 8.3 2.5 5.5 5.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.5 57.6 43.8 57.3 47.7 38.8 71.3 24.3 24.3 55.1 22.8 22.7 LnGrp LOS E E D E D D E C C E C C
Approach Vol, veh/h 586 451 979 679
Approach Delay, s/veh 53.1 46.8 32.0 26.8
Approach LOS DDCC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.8 63.3 9.7 35.2 15.4 64.8 11.4 33.4 Change Period (Y+Rc), s 4.0 5.7 4.0 5.7 4.0 5.7 4.0 5.7 Max Green Setting (Gmax), s 17.0 38.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s 12.8 15.0 3.6 22.1 7.5 21.2 4.6 25.9 Green Ext Time (p_c), s 0.1 3.2 0.0 2.0 0.0 5.0 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 37.7
HCM 6th LOS D
2277
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 13: SR-168 WB Ramps & Herndon Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1660 529 0 1455 590 0 0 0 66 0 342 Future Volume (veh/h) 0 1660 529 0 1455 590 0 0 0 66 0 342 Initial Q (Qb), veh 0 00000 000
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 0 1885 1885 0 1885 1885 1885 0 1885 Adj Flow Rate, veh/h 0 1677 534 0 1744 0 67 0 345
Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 0 11011 101
Cap, veh/h 0 3260 803 0 3791 570 0 460
Arrive On Green 0.00 0.50 0.50 0.00 0.50 0.00 0.16 0.00 0.16 Sat Flow, veh/h 0 6749 1598 0 7541 1598 3483 0 2812
Grp Volume(v), veh/h 0 1677 534 0 1744 0 67 0 345
Grp Sat Flow(s),veh/h/ln 0 1621 1598 0 1885 1598 1742 0 1406 Q Serve(g_s), s 0.0 22.9 33.0 0.0 19.7 0.0 2.2 0.0 15.4 Cycle Q Clear(g_c), s 0.0 22.9 33.0 0.0 19.7 0.0 2.2 0.0 15.4 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3260 803 0 3791 570 0 460
V/C Ratio(X) 0.00 0.51 0.66 0.00 0.46 0.12 0.00 0.75
Avail Cap(c_a), veh/h 0 3341 823 0 3885 1317 0 1063
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 22.0 24.5 0.0 21.2 0.0 47.1 0.0 52.6 Incr Delay (d2), s/veh 0.0 0.6 4.3 0.0 0.4 0.0 0.2 0.0 6.0 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/ln0.0 8.4 12.7 0.0 8.4 0.0 1.0 0.0 5.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 22.6 28.8 0.0 21.6 0.0 47.3 0.0 58.6 LnGrp LOS A C C A C D A E
Approach Vol, veh/h 2211 1744 412
Approach Delay, s/veh 24.1 21.6 56.8
Approach LOS C C E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 73.2 28.9 73.2
Change Period (Y+Rc), s 6.8 7.3 6.8
Max Green Setting (Gmax), s 68.0 49.9 68.0
Max Q Clear Time (g_c+I1), s 35.0 17.4 21.7
Green Ext Time (p_c), s 31.4 4.2 40.0
Intersection Summary
HCM 6th Ctrl Delay 26.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. 2278
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 14: SR-168 EB Ramps & Herndon Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1366 360 0 1548 184 497 0 761 0 0 0 Future Volume (veh/h) 0 1366 360 0 1548 184 497 0 761 0 0 0 Initial Q (Qb), veh 0 00000000
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 0 1885 1885 0 1885 1885 1885 0 1885 Adj Flow Rate, veh/h 0 1408 0 0 1596 190 512 0 785
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 11011101
Cap, veh/h 0 2930 0 4346 909 1651 0 917
Arrive On Green 0.00 0.57 0.00 0.00 0.57 0.57 0.33 0.00 0.33 Sat Flow, veh/h 0 5316 1598 0 7993 1598 5063 0 2812
Grp Volume(v), veh/h 0 1408 0 0 1596 190 512 0 785
Grp Sat Flow(s),veh/h/ln 0 1716 1598 0 1527 1598 1688 0 1406 Q Serve(g_s), s 0.0 21.1 0.0 0.0 14.8 7.6 9.9 0.0 33.9
Cycle Q Clear(g_c), s 0.0 21.1 0.0 0.0 14.8 7.6 9.9 0.0 33.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2930 0 4346 909 1651 0 917
V/C Ratio(X) 0.00 0.48 0.00 0.37 0.21 0.31 0.00 0.86
Avail Cap(c_a), veh/h 0 2930 0 4346 909 1651 0 917
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.95 0.00 0.00 0.62 0.62 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.6 0.0 0.0 15.2 13.7 32.8 0.0 40.9 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.1 0.3 0.5 0.0 10.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 7.9 0.0 0.0 4.9 2.7 4.1 0.0 12.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.1 0.0 0.0 15.4 14.0 33.3 0.0 51.0 LnGrp LOS A B A B B C A D
Approach Vol, veh/h 1408 1786 1297
Approach Delay, s/veh 17.1 15.3 44.0
Approach LOS B B D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 80.8 80.8 49.2
Change Period (Y+Rc), s 6.8 6.8 6.8
Max Green Setting (Gmax), s 74.0 74.0 42.4
Max Q Clear Time (g_c+I1), s 23.1 16.8 35.9
Green Ext Time (p_c), s 36.7 47.6 4.8
Intersection Summary
HCM 6th Ctrl Delay 24.2
HCM 6th LOS C
Notes
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 2279
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 15: Clovis Avenue & Herndon Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 456 1368 302 316 1062 142 350 430 276 277 279 320 Future Volume (veh/h) 456 1368 302 316 1062 142 350 430 276 277 279 320 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 475 1425 315 329 1106 148 365 448 288 289 291 333 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 11111000111
Cap, veh/h 519 1952 606 378 1744 541 416 950 434 339 1305 703 Arrive On Green 0.15 0.38 0.38 0.11 0.34 0.34 0.12 0.27 0.27 0.10 0.25 0.25 Sat Flow, veh/h 3483 5147 1598 3483 5147 1596 3510 3458 1579 3483 5147 2773 Grp Volume(v), veh/h 475 1425 315 329 1106 148 365 448 288 289 291 333 Grp Sat Flow(s),veh/h/ln1742 1716 1598 1742 1716 1596 1755 1729 1579 1742 1716 1387 Q Serve(g_s), s 20.8 36.8 23.6 14.4 28.1 10.5 15.9 16.7 25.1 12.7 6.9 15.8 Cycle Q Clear(g_c), s 20.8 36.8 23.6 14.4 28.1 10.5 15.9 16.7 25.1 12.7 6.9 15.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 519 1952 606 378 1744 541 416 950 434 339 1305 703 V/C Ratio(X) 0.92 0.73 0.52 0.87 0.63 0.27 0.88 0.47 0.66 0.85 0.22 0.47 Avail Cap(c_a), veh/h 562 1952 606 562 1744 541 679 950 434 674 1305 703 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) 0.77 0.77 0.77 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.0 41.3 37.2 68.0 43.1 37.3 67.2 46.8 49.9 68.8 45.8 49.1 Incr Delay (d2), s/veh 14.9 1.9 2.4 6.8 1.8 1.2 4.2 1.7 7.8 2.4 0.4 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/ln10.2 15.6 9.5 6.7 12.0 4.2 7.2 7.3 10.7 5.7 3.0 5.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 79.9 43.2 39.6 74.8 44.9 38.6 71.4 48.5 57.6 71.2 46.2 51.4 LnGrp LOS E D D E D D E D E E D D
Approach Vol, veh/h 2215 1583 1101 913
Approach Delay, s/veh 50.6 50.5 58.5 56.0
Approach LOS D D E E
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s28.1 58.5 20.1 48.3 21.8 64.8 23.4 45.0 Change Period (Y+Rc), s 5.0 6.0 5.0 5.7 5.0 6.0 5.0 5.7 Max Green Setting (Gmax), s 25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s 22.8 30.1 14.7 27.1 16.4 38.8 17.9 17.8 Green Ext Time (p_c), s 0.3 4.3 0.4 2.3 0.4 0.1 0.5 3.4 Intersection Summary
HCM 6th Ctrl Delay 52.9
HCM 6th LOS D
2280
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
16: Baron Avenue & Behymer Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 15
Intersection
Int Delay, s/veh 0.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 170 28 3 191 17 2
Future Vol, veh/h 170 28 3 191 17 2
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 94 94 94 94 94 94
Heavy Vehicles, % 1 10000
Mvmt Flow 181 30 3 203 18 2
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 211 0 405 196
Stage 1 - - - - 196 -
Stage 2 - - - - 209 -
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 - - 1372 - 606 850
Stage 1 - - - - 842 -
Stage 2 - - - - 831 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1372 - 605 850
Mov Cap-2 Maneuver - - - - 605 -
Stage 1 - - - - 842 -
Stage 2 - - - - 829 -
Approach EB WB NB
HCM Control Delay, s 0 0.1 11

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 624 - - 1372 -
HCM Lane V/C Ratio 0.032 - - 0.002 -
HCM Control Delay (s) 11 - - 7.6 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
2281
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
17: Baron Avenue & Perrin Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 16
Intersection
Int Delay, s/veh 3.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 70 118 198 118 10
Future Vol, veh/h 6 70 118 198 118 10
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 00000
Mvmt Flow 7 76 128 215 128 11
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 605 134 139 0 - 0
Stage 1 134 -----
Stage 2 471 -----
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 464 920 1457 - - -
Stage 1 897 -----
Stage 2 632 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 418 920 1457 - - -
Mov Cap-2 Maneuver 418 -----
Stage 1 807 -----
Stage 2 632 -----
Approach EB NB SB
HCM Control Delay, s 9.8 2.9 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1457 - 840 - -
HCM Lane V/C Ratio 0.088 - 0.098 - -
HCM Control Delay (s) 7.7 0 9.8 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.3 - 0.3 - -
2282
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
18: Sunnyside Avenue & Shepherd Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 17
Intersection
Intersection Delay, s/veh 14.6
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 363 76 29 331 6 90 11 31 4 13 9
Future Vol, veh/h 9 363 76 29 331 6 90 11 31 4 13 9
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 111000000000
Mvmt Flow 10 386 81 31 352 6 96 12 33 4 14 10
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 16.4 14 10.9 9.5

HCM LOS C B B A

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 68% 2% 8% 15%
Vol Thru, % 8% 81% 90% 50%
Vol Right, % 23% 17% 2% 35%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 132 448 366 26
LT Vol 90 9 29 4
Through Vol 11 363 331 13
RT Vol 31 76 6 9
Lane Flow Rate 140 477 389 28
Geometry Grp 1111
Degree of Util (X) 0.235 0.648 0.546 0.047
Departure Headway (Hd) 6.026 4.891 5.046 6.154
Convergence, Y/N Yes Yes Yes Yes
Cap 595 743 716 580
Service Time 4.071 2.891 3.077 4.213
HCM Lane V/C Ratio 0.235 0.642 0.543 0.048
HCM Control Delay 10.9 16.4 14 9.5
HCM Lane LOS B C B A
HCM 95th-tile Q 0.9 4.8 3.3 0.1
2283
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 19: Fowler Avenue & Shepherd Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 288 83 47 261 128 123 119 73 110 112 14 Future Volume (veh/h) 23 288 83 47 261 128 123 119 73 110 112 14 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 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 24 303 87 49 275 135 129 125 77 116 118 15 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 11111111111
Cap, veh/h 61 566 252 83 322 273 152 1107 938 139 950 121 Arrive On Green 0.03 0.16 0.16 0.05 0.17 0.17 0.08 0.59 0.59 0.08 0.58 0.58 Sat Flow, veh/h 1795 3582 1598 1795 1885 1598 1795 1885 1598 1795 1639 208 Grp Volume(v), veh/h 24 303 87 49 275 135 129 125 77 116 0 133 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1795 1885 1598 1795 1885 1598 1795 0 1847 Q Serve(g_s), s 2.0 11.7 7.3 4.0 21.2 11.5 10.6 4.4 3.1 9.6 0.0 4.9 Cycle Q Clear(g_c), s 2.0 11.7 7.3 4.0 21.2 11.5 10.6 4.4 3.1 9.6 0.0 4.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.11
Lane Grp Cap(c), veh/h 61 566 252 83 322 273 152 1107 938 139 0 1071 V/C Ratio(X) 0.40 0.54 0.34 0.59 0.85 0.50 0.85 0.11 0.08 0.84 0.00 0.12 Avail Cap(c_a), veh/h 371 812 362 371 427 362 371 1107 938 371 0 1071 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 1.00 0.00 1.00 Uniform Delay (d), s/veh 71.0 58.1 56.2 70.1 60.4 56.3 67.7 13.7 13.4 68.3 0.0 14.3 Incr Delay (d2), s/veh 1.6 1.5 1.5 2.4 15.3 2.6 5.0 0.2 0.2 5.0 0.0 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/ln0.9 5.4 3.0 1.9 11.3 4.8 5.0 1.9 1.2 4.5 0.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.5 59.6 57.7 72.6 75.7 58.9 72.7 13.9 13.6 73.3 0.0 14.5 LnGrp LOS E EEEEEEBBEAB
Approach Vol, veh/h 414 459 331 249
Approach Delay, s/veh 59.9 70.4 36.7 41.9
Approach LOS E E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.7 92.6 9.1 31.6 15.6 93.8 11.0 29.7 Change Period (Y+Rc), s 4.0 5.7 4.0 6.0 4.0 5.7 4.0 6.0 Max Green Setting (Gmax), s 31.0 34.3 31.0 34.0 31.0 34.3 31.0 34.0 Max Q Clear Time (g_c+I1), s 12.6 6.9 4.0 23.2 11.6 6.4 6.0 13.7 Green Ext Time (p_c), s 0.1 0.6 0.0 2.4 0.1 0.8 0.0 3.5 Intersection Summary
HCM 6th Ctrl Delay 54.9
HCM 6th LOS D
2284
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
20: Hammel Avenue & Project Dwy 1 Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 19
Intersection
Int Delay, s/veh 3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 6 0 0 10 0 0
Future Vol, veh/h 6 0 0 10 0 0
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 00000
Mvmt Flow 7 0 0 11 0 0
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 7 6 0 0 11 0
Stage 1 6 -----
Stage 2 1 -----
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 1019 1083 - - 1621 -
Stage 1 1022 -----
Stage 2 1028 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1019 1083 - - 1621 -
Mov Cap-2 Maneuver 1019 -----
Stage 1 1022 -----
Stage 2 1028 -----
Approach WB NB SB
HCM Control Delay, s 8.6 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1019 1621 -
HCM Lane V/C Ratio - - 0.006 - -
HCM Control Delay (s) - - 8.6 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
2285
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
21: Hammel Avenue & Project Dwy 2 Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 20
Intersection
Int Delay, s/veh 2.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 21 0 10 35 0 6
Future Vol, veh/h 21 0 10 35 0 6
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 00000
Mvmt Flow 23 0 11 38 0 7
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 37 30 0 0 49 0
Stage 1 30 -----
Stage 2 7 -----
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 981 1050 - - 1571 -
Stage 1 998 -----
Stage 2 1021 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 981 1050 - - 1571 -
Mov Cap-2 Maneuver 981 -----
Stage 1 998 -----
Stage 2 1021 -----
Approach WB NB SB
HCM Control Delay, s 8.8 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 981 1571 -
HCM Lane V/C Ratio - - 0.023 - -
HCM Control Delay (s) - - 8.8 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
2286
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
22: Project Dwy 3 & Perrin Avenue Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 21
Intersection
Int Delay, s/veh 5.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 27 0 84 45 0 50
Future Vol, veh/h 27 0 84 45 0 50
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 00000
Mvmt Flow 29 0 91 49 0 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 29 0 260 29
Stage 1 - - - - 29 -
Stage 2 - - - - 231 -
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 - - 1597 - 733 1052
Stage 1 - - - - 999 -
Stage 2 - - - - 812 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1597 - 690 1052
Mov Cap-2 Maneuver - - - - 690 -
Stage 1 - - - - 999 -
Stage 2 - - - - 764 -
Approach EB WB NB
HCM Control Delay, s 0 4.8 8.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1052 - - 1597 -
HCM Lane V/C Ratio 0.052 - - 0.057 -
HCM Control Delay (s) 8.6 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.2 -
2287
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
23: Baron Avenue & Project Dwy 4 Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 22
Intersection
Int Delay, s/veh 5.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 37 63 14 24 7
Future Vol, veh/h 4 37 63 14 24 7
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 00000
Mvmt Flow 4 40 68 15 26 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 181 30 34 0 - 0
Stage 1 30 -----
Stage 2 151 -----
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 813 1050 1591 - - -
Stage 1 998 -----
Stage 2 882 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 778 1050 1591 - - -
Mov Cap-2 Maneuver 778 -----
Stage 1 955 -----
Stage 2 882 -----
Approach EB NB SB
HCM Control Delay, s 8.7 6 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1591 - 1015 - -
HCM Lane V/C Ratio 0.043 - 0.044 - -
HCM Control Delay (s) 7.4 0 8.7 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -
2288
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
24: Baron Avenue & Project Dwy 5 Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 23
Intersection
Int Delay, s/veh 3.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 39 66 73 54 7
Future Vol, veh/h 4 39 66 73 54 7
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 00000
Mvmt Flow 4 42 72 79 59 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 286 63 67 0 - 0
Stage 1 63 -----
Stage 2 223 -----
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 709 1007 1547 - - -
Stage 1 965 -----
Stage 2 819 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 674 1007 1547 - - -
Mov Cap-2 Maneuver 674 -----
Stage 1 918 -----
Stage 2 819 -----
Approach EB NB SB
HCM Control Delay, s 8.9 3.5 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1547 - 963 - -
HCM Lane V/C Ratio 0.046 - 0.049 - -
HCM Control Delay (s) 7.4 0 8.9 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 - 0.2 - -
2289
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
25: Baron Avenue & Project Dwy 6 Existing (2022) WP - PM Pk Hr LSA Synchro 11 Report
02/21/2023 Page 24
Intersection
Int Delay, s/veh 2.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 41 70 135 87 7
Future Vol, veh/h 4 41 70 135 87 7
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 00000
Mvmt Flow 4 45 76 147 95 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 398 99 103 0 - 0
Stage 1 99 -----
Stage 2 299 -----
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 611 962 1502 - - -
Stage 1 930 -----
Stage 2 757 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 577 962 1502 - - -
Mov Cap-2 Maneuver 577 -----
Stage 1 879 -----
Stage 2 757 -----
Approach EB NB SB
HCM Control Delay, s 9.2 2.6 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1502 - 908 - -
HCM Lane V/C Ratio 0.051 - 0.054 - -
HCM Control Delay (s) 7.5 0 9.2 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.2 - 0.2 - -
2290
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 1: Willow Avenue & International Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 22 71 224 19 270 53 435 432 17 62 586 86 Future Volume (veh/h) 22 71 224 19 270 53 435 432 17 62 586 86 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 1885 1885 1885 1870 1870 1870 1885 1885 1885 1870 1870 1870 Adj Flow Rate, veh/h 29 93 295 25 355 70 572 568 22 82 771 113 Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Percent Heavy Veh, % 111222111222
Cap, veh/h 71 436 369 64 418 354 353 1866 832 103 2399 745 Arrive On Green 0.04 0.23 0.23 0.04 0.22 0.22 0.03 0.17 0.17 0.06 0.47 0.47 Sat Flow, veh/h 1795 1885 1598 1781 1870 1585 3483 3582 1598 1781 5106 1585 Grp Volume(v), veh/h 29 93 295 25 355 70 572 568 22 82 771 113 Grp Sat Flow(s),veh/h/ln 1795 1885 1598 1781 1870 1585 1742 1791 1598 1781 1702 1585 Q Serve(g_s), s 2.1 5.4 23.5 1.9 24.6 4.8 13.7 18.7 1.5 6.1 12.7 5.5 Cycle Q Clear(g_c), s 2.1 5.4 23.5 1.9 24.6 4.8 13.7 18.7 1.5 6.1 12.7 5.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 71 436 369 64 418 354 353 1866 832 103 2399 745 V/C Ratio(X) 0.41 0.21 0.80 0.39 0.85 0.20 1.62 0.30 0.03 0.80 0.32 0.15 Avail Cap(c_a), veh/h 205 617 523 211 612 519 353 1866 832 194 2399 745 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.3 42.0 48.9 63.6 50.2 42.6 65.2 34.5 27.4 62.8 22.3 20.4 Incr Delay (d2), s/veh 1.4 0.6 10.0 1.4 10.0 0.5 290.0 0.4 0.1 5.2 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 1.0 2.6 10.4 0.9 12.7 2.0 20.6 9.0 0.6 2.9 5.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.7 42.5 58.9 65.0 60.2 43.1 355.2 34.9 27.5 68.0 22.7 20.9 LnGrp LOS E D E E E D F C C E C C
Approach Vol, veh/h 417 450 1162 966
Approach Delay, s/veh 55.7 57.8 192.4 26.3
Approach LOS E E F C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 69.1 9.9 36.0 13.1 76.0 8.9 37.0 Change Period (Y+Rc), s 6.3 5.7 4.6 5.8 5.3 5.7 4.0 5.8 Max Green Setting (Gmax), s 13.7 39.3 15.4 44.2 14.7 39.3 16.0 44.2 Max Q Clear Time (g_c+I1), s 15.7 14.7 4.1 26.6 8.1 20.7 3.9 25.5 Green Ext Time (p_c), s 0.0 11.8 0.0 3.6 0.0 6.9 0.0 3.3 Intersection Summary
HCM 6th Ctrl Delay 99.6
HCM 6th LOS F
2291
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 2: Willow Avenue & Behymer Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 69 133 238 21 138 58 130 775 19 49 770 75 Future Volume (veh/h) 69 133 238 21 138 58 130 775 19 49 770 75 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 0.98 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 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 87 168 301 27 175 73 165 981 24 62 975 95 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Percent Heavy Veh, % 2 22333222111
Cap, veh/h 108 403 342 67 225 94 189 2703 839 96 2455 744 Arrive On Green 0.06 0.22 0.22 0.04 0.18 0.18 0.11 0.53 0.53 0.11 0.95 0.95 Sat Flow, veh/h 1781 1870 1585 1767 1243 519 1781 5106 1585 1795 5147 1559 Grp Volume(v), veh/h 87 168 301 27 0 248 165 981 24 62 975 95 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1767 0 1762 1781 1702 1585 1795 1716 1559 Q Serve(g_s), s 6.5 10.4 24.8 2.0 0.0 18.1 12.3 15.1 1.0 4.5 1.9 0.4 Cycle Q Clear(g_c), s 6.5 10.4 24.8 2.0 0.0 18.1 12.3 15.1 1.0 4.5 1.9 0.4 Prop In Lane 1.00 1.00 1.00 0.29 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 108 403 342 67 0 318 189 2703 839 96 2455 744 V/C Ratio(X) 0.80 0.42 0.88 0.40 0.00 0.78 0.87 0.36 0.03 0.65 0.40 0.13 Avail Cap(c_a), veh/h 182 603 511 202 0 568 194 2703 839 196 2455 744 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 1.00 1.00 1.00 0.00 1.00 0.85 0.85 0.85 0.87 0.87 0.87 Uniform Delay (d), s/veh 62.6 45.6 51.3 63.5 0.0 52.7 59.5 18.5 15.2 59.1 1.7 1.6 Incr Delay (d2), s/veh 5.1 0.8 12.4 1.5 0.0 8.9 27.5 0.3 0.1 2.4 0.4 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/ln3.1 5.0 11.0 0.9 0.0 8.8 7.0 6.1 0.4 2.0 0.6 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.7 46.5 63.7 64.9 0.0 61.6 87.0 18.8 15.2 61.4 2.1 1.9 LnGrp LOS E D EEAEFBBEAA
Approach Vol, veh/h 556 275 1170 1132
Approach Delay, s/veh 59.1 62.0 28.4 5.3
Approach LOS E E C A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s19.6 70.1 14.4 30.9 12.5 77.2 9.7 35.6 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 14.7 39.3 13.8 43.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 14.3 3.9 8.5 20.1 6.5 17.1 4.0 26.8 Green Ext Time (p_c), s 0.0 19.3 0.0 2.8 0.0 13.8 0.0 2.3 Intersection Summary
HCM 6th Ctrl Delay 28.4
HCM 6th LOS C
2292
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 3: Willow Avenue & Shepherd Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 107 406 150 297 618 244 185 872 213 251 1270 201 Future Volume (veh/h) 107 406 150 297 618 244 185 872 213 251 1270 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 0.99 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 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 122 461 170 338 702 277 210 991 242 285 1443 228 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 22333333111
Cap, veh/h 189 669 299 384 895 399 260 2183 677 335 2323 711 Arrive On Green 0.05 0.19 0.19 0.11 0.25 0.25 0.08 0.43 0.43 0.10 0.45 0.45 Sat Flow, veh/h 3456 3554 1585 3428 3526 1571 3428 5066 1571 3483 5147 1576 Grp Volume(v), veh/h 122 461 170 338 702 277 210 991 242 285 1443 228 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1714 1763 1571 1714 1689 1571 1742 1716 1576 Q Serve(g_s), s 5.0 17.5 14.1 14.1 26.9 23.2 8.7 20.1 15.0 11.7 31.0 13.5 Cycle Q Clear(g_c), s 5.0 17.5 14.1 14.1 26.9 23.2 8.7 20.1 15.0 11.7 31.0 13.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 189 669 299 384 895 399 260 2183 677 335 2323 711 V/C Ratio(X) 0.64 0.69 0.57 0.88 0.78 0.69 0.81 0.45 0.36 0.85 0.62 0.32 Avail Cap(c_a), veh/h 462 1073 479 430 1065 474 442 2183 677 449 2323 711 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 0.09 0.09 0.09 1.00 1.00 1.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 67.1 54.9 53.5 63.4 50.4 49.0 66.0 29.2 27.7 64.5 30.3 25.5 Incr Delay (d2), s/veh 1.4 3.0 4.0 1.8 0.3 0.4 2.3 0.7 1.5 8.0 1.1 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/ln2.3 8.2 6.0 6.3 11.9 9.2 3.9 8.4 6.0 5.6 13.1 5.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.5 57.9 57.5 65.2 50.7 49.4 68.3 29.9 29.2 72.5 31.4 26.6 LnGrp LOS E E E E D D E C C E C C
Approach Vol, veh/h 753 1317 1443 1956
Approach Delay, s/veh 59.5 54.2 35.3 36.9
Approach LOS E D D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s17.3 71.2 13.5 43.0 20.2 68.2 23.1 33.5 Change Period (Y+Rc), s 6.3 5.7 5.6 6.2 6.3 5.7 6.8 6.2 Max Green Setting (Gmax), s 18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s 10.7 33.0 7.0 28.9 13.7 22.1 16.1 19.5 Green Ext Time (p_c), s 0.2 5.9 0.1 6.7 0.3 12.7 0.2 7.5 Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D
2293
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
4: Minnewawa Avenue & International Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 4
Intersection
Int Delay, s/veh 4.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 2 102 0 2 0 320 219 0 0 261 6
Future Vol, veh/h 1 2 102 0 2 0 320 219 0 0 261 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 - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 3 33222444222
Mvmt Flow 1 2 126 0 2 0 395 270 0 0 322 7
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1387 1386 326 1450 1389 270 329 0 0 270 0 0 Stage 1 326 326 - 1060 1060 -------
Stage 2 1061 1060 - 390 329 -------
Critical Hdwy 7.13 6.53 6.23 7.12 6.52 6.22 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.13 5.53 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.12 5.52 -------
Follow-up Hdwy 3.527 4.027 3.327 3.518 4.018 3.318 2.236 - - 2.218 - - Pot Cap-1 Maneuver 120 142 713 109 142 769 1219 - - 1293 - - Stage 1 684 647 - 271 301 -------
Stage 2 270 300 - 634 646 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 83 88 713 62 88 769 1219 - - 1293 - - Mov Cap-2 Maneuver 83 88 - 62 88 -------
Stage 1 423 647 - 168 186 -------
Stage 2 165 186 - 520 646 -------
Approach EB WB NB SB
HCM Control Delay, s 12.8 47.1 5.6 0

HCM LOS B E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1219 - - 590 88 1293 - -
HCM Lane V/C Ratio 0.324 - - 0.22 0.028 - - -
HCM Control Delay (s) 9.4 0 - 12.8 47.1 0 - -
HCM Lane LOS A A - B E A - -
HCM 95th %tile Q(veh) 1.4 - - 0.8 0.1 0 - -
2294
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
5: Minnewawa Avenue & Behymer Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 5
Intersection
Intersection Delay, s/veh 100.9
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 126 46 17 167 306 45 256 11 126 250 3 Future Vol, veh/h 3 126 46 17 167 306 45 256 11 126 250 3 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 333444444222
Mvmt Flow 4 152 55 20 201 369 54 308 13 152 301 4
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 24.2 169.3 51.5 88.4

HCM LOS C F F F

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 14% 2% 3% 33%
Vol Thru, % 82% 72% 34% 66%
Vol Right, % 4% 26% 62% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 312 175 490 379
LT Vol 45 3 17 126
Through Vol 256 126 167 250
RT Vol 11 46 306 3
Lane Flow Rate 376 211 590 457
Geometry Grp 1111
Degree of Util (X) 0.875 0.532 1.286 1.045
Departure Headway (Hd) 9.454 10.196 8.075 9.087
Convergence, Y/N Yes Yes Yes Yes
Cap 387 356 455 402
Service Time 7.454 8.196 6.075 7.087
HCM Lane V/C Ratio 0.972 0.593 1.297 1.137
HCM Control Delay 51.5 24.2 169.3 88.4
HCM Lane LOS F C F F
HCM 95th-tile Q 8.6 3 24.7 13.6
2295
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 6: Minnewawa Avenue & Shepherd Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 84 668 241 148 724 133 191 257 89 205 459 117 Future Volume (veh/h) 84 668 241 148 724 133 191 257 89 205 459 117 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 1856 1856 1856 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 100 795 287 176 862 158 227 306 106 244 546 139 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, % 1 11333222222
Cap, veh/h 148 901 402 202 526 445 252 617 523 268 634 538 Arrive On Green 0.08 0.25 0.25 0.11 0.28 0.28 0.14 0.33 0.33 0.15 0.34 0.34 Sat Flow, veh/h 1795 3582 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 100 795 287 176 862 158 227 306 106 244 546 139 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 7.0 27.8 21.3 12.7 36.8 10.4 16.3 17.0 6.2 17.5 35.4 8.3 Cycle Q Clear(g_c), s 7.0 27.8 21.3 12.7 36.8 10.4 16.3 17.0 6.2 17.5 35.4 8.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 148 901 402 202 526 445 252 617 523 268 634 538 V/C Ratio(X) 0.68 0.88 0.71 0.87 1.64 0.35 0.90 0.50 0.20 0.91 0.86 0.26 Avail Cap(c_a), veh/h 290 937 418 285 526 445 288 617 523 288 634 538 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) 0.77 0.77 0.77 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.0 46.8 44.4 56.7 46.6 37.1 54.9 34.9 31.3 54.3 40.1 31.1 Incr Delay (d2), s/veh 1.6 8.0 4.8 14.4 296.6 0.8 25.3 2.8 0.9 28.5 14.3 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/ln3.3 13.3 9.0 6.5 60.2 4.1 9.1 8.3 2.5 10.0 18.7 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.5 54.8 49.2 71.1 343.1 37.9 80.2 37.7 32.1 82.8 54.4 32.3 LnGrp LOS E D D E F D F D C F D C
Approach Vol, veh/h 1182 1196 639 929
Approach Delay, s/veh 53.9 262.8 51.9 58.6
Approach LOS D F D E
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s22.4 50.1 14.7 42.8 23.6 48.9 18.8 38.7 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s 18.3 37.4 9.0 38.8 19.5 19.0 14.7 29.8 Green Ext Time (p_c), s 0.1 0.0 0.1 0.0 0.1 2.0 0.1 2.9 Intersection Summary
HCM 6th Ctrl Delay 118.0
HCM 6th LOS F
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AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
7: Clovis Avenue & Behymer Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 7
Intersection
Intersection Delay, s/veh12.5
Intersection LOS B
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 260 3 0 489 2 0
Future Vol, veh/h 260 3 0 489 2 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 3 34400
Mvmt Flow 283 3 0 532 2 0
Number of Lanes 1 00110
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach RightNB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 9.9 13.9 8.9

HCM LOS A B A

Lane NBLn1 EBLn1WBLn1
Vol Left, % 100% 0% 0%
Vol Thru, % 0% 99% 100%
Vol Right, % 0% 1% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 2 263 489
LT Vol 2 0 0
Through Vol 0 260 489
RT Vol 0 3 0
Lane Flow Rate 2 286 532
Geometry Grp 1 1 1
Degree of Util (X) 0.004 0.355 0.618
Departure Headway (Hd) 5.838 4.465 4.184
Convergence, Y/N Yes Yes Yes
Cap 615 809 850
Service Time 3.853 2.468 2.272
HCM Lane V/C Ratio 0.003 0.354 0.626
HCM Control Delay 8.9 9.9 13.9
HCM Lane LOS A A B
HCM 95th-tile Q 0 1.6 4.4
2297
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
8: Clovis Avenue & Baron Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 8
Intersection
Intersection Delay, s/veh30.1
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 328 0 3 83 0 86 176 3 138 0
Future Vol, veh/h 0 0 0 328 0 3 83 0 86 176 3 138 0
Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles, % 0 000000099000
Mvmt Flow 0 0 0 475 0 4 120 0 125 255 4 200 0
Number of Lanes 0 001011011120
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 3 3
Conflicting Approach Left NB WB
Conflicting Lanes Left 3 0 2
Conflicting Approach Right SB WB
Conflicting Lanes Right 3 2 0
HCM Control Delay 55.1 13.7 11.4

HCM LOS F B B

Lane NBLn1 NBLn2 NBLn3WBLn1WBLn2 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 100% 100% 0% 0% 0% 0% 100% 100%
Vol Right, % 0% 0% 100% 0% 100% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 83 86 176 328 3 3 69 69
LT Vol 0 0 0 328 0 3 0 0
Through Vol 83 86 0 0 0 0 69 69
RT Vol 0 0 176 0 3 0 0 0
Lane Flow Rate 120 125 255 475 4 4 100 100
Geometry Grp 88888888
Degree of Util (X) 0.239 0.253 0.467 0.951 0.007 0.01 0.218 0.169 Departure Headway (Hd) 7.155 7.312 6.592 7.204 6.004 8.349 7.831 6.072 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 502 491 546 509 600 429 458 590
Service Time 4.899 5.057 4.336 4.904 3.704 6.1 5.583 3.822 HCM Lane V/C Ratio 0.239 0.255 0.467 0.933 0.007 0.009 0.218 0.169 HCM Control Delay 12.1 12.5 15 55.5 8.7 11.2 12.8 10.1
HCM Lane LOS B B B F ABBB
HCM 95th-tile Q 0.9 1 2.5 11.9 0 0 0.8 0.6
2298
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 9: Clovis Avenue & Shepherd Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 108 684 134 213 649 113 111 193 132 152 380 201 Future Volume (veh/h) 108 684 134 213 649 113 111 193 132 152 380 201 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 1856 1856 1856 1870 1870 1870 1796 1796 1796 1826 1826 1826 Adj Flow Rate, veh/h 130 824 161 257 782 136 134 233 159 183 458 242 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, % 3 33222777555
Cap, veh/h 243 856 381 311 931 415 157 1123 501 588 1428 637 Arrive On Green 0.07 0.24 0.24 0.09 0.26 0.26 0.09 0.33 0.33 0.17 0.41 0.41 Sat Flow, veh/h 3428 3526 1569 3456 3554 1585 1711 3413 1522 3374 3469 1547 Grp Volume(v), veh/h 130 824 161 257 782 136 134 233 159 183 458 242 Grp Sat Flow(s),veh/h/ln1714 1763 1569 1728 1777 1585 1711 1706 1522 1687 1735 1547 Q Serve(g_s), s 5.1 32.3 12.1 10.2 29.2 9.7 10.8 6.9 11.0 6.6 12.5 15.3 Cycle Q Clear(g_c), s 5.1 32.3 12.1 10.2 29.2 9.7 10.8 6.9 11.0 6.6 12.5 15.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 243 856 381 311 931 415 157 1123 501 588 1428 637 V/C Ratio(X) 0.53 0.96 0.42 0.83 0.84 0.33 0.85 0.21 0.32 0.31 0.32 0.38 Avail Cap(c_a), veh/h 598 856 381 602 931 415 298 1123 501 588 1428 637 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 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.8 52.4 44.7 62.6 48.9 41.7 62.6 33.8 35.2 50.5 27.9 28.7 Incr Delay (d2), s/veh 0.7 22.1 1.1 2.1 7.2 0.7 4.9 0.4 1.6 1.4 0.6 1.7 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/ln2.3 16.9 4.9 4.6 13.9 3.9 4.9 3.0 4.3 2.9 5.4 6.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.5 74.5 45.8 64.7 56.1 42.4 67.5 34.2 36.8 51.8 28.5 30.4 LnGrp LOS E E D E E D E CDDCC
Approach Vol, veh/h 1115 1175 526 883
Approach Delay, s/veh 69.1 56.4 43.5 33.9
Approach LOS E E D C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s18.5 63.3 15.5 42.7 30.0 51.8 18.2 40.0 Change Period (Y+Rc), s 5.6 5.7 5.6 6.0 5.6 5.7 5.6 6.0 Max Green Setting (Gmax), s 24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s 12.8 17.3 7.1 31.2 8.6 13.0 12.2 34.3 Green Ext Time (p_c), s 0.1 8.7 0.2 1.8 0.3 3.9 0.4 0.0 Intersection Summary
HCM 6th Ctrl Delay 53.0
HCM 6th LOS D
2299
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 10: Clovis Avenue & Teague Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 10
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 81 223 265 391 716 202
Future Volume (veh/h) 81 223 265 391 716 202
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 1885 1885 1870 1870 1870 1870
Adj Flow Rate, veh/h 107 293 349 514 942 266
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76
Percent Heavy Veh, % 1 12222
Cap, veh/h 372 331 335 2391 1555 693
Arrive On Green 0.21 0.21 0.19 0.67 0.44 0.44
Sat Flow, veh/h 1795 1598 1781 3647 3647 1585
Grp Volume(v), veh/h 107 293 349 514 942 266
Grp Sat Flow(s),veh/h/ln1795 1598 1781 1777 1777 1585
Q Serve(g_s), s 4.3 15.1 16.0 4.7 17.2 9.6
Cycle Q Clear(g_c), s 4.3 15.1 16.0 4.7 17.2 9.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 372 331 335 2391 1555 693
V/C Ratio(X) 0.29 0.88 1.04 0.21 0.61 0.38
Avail Cap(c_a), veh/h 530 472 335 2391 1555 693
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 0.88 0.88
Uniform Delay (d), s/veh 28.4 32.7 34.5 5.3 18.3 16.2
Incr Delay (d2), s/veh 0.2 10.5 60.2 0.2 1.6 1.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.8 6.6 12.3 1.5 7.0 3.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.6 43.2 94.7 5.5 19.9 17.6
LnGrp LOS C D F A B B
Approach Vol, veh/h 400 863 1208
Approach Delay, s/veh 39.3 41.6 19.4
Approach LOS D D B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s20.0 42.5 62.5 22.5
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s 16.0 29.7 49.7 25.1
Max Q Clear Time (g_c+I1), s 18.0 19.2 6.7 17.1
Green Ext Time (p_c), s 0.0 6.3 4.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 30.3
HCM 6th LOS C
2300
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 11: Clovis Avenue & Nees Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 41 352 341 67 399 180 153 462 20 70 823 72 Future Volume (veh/h) 41 352 341 67 399 180 153 462 20 70 823 72 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 47 405 392 77 459 207 176 531 23 80 946 83 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 22111333222
Cap, veh/h 92 488 414 103 503 426 199 1761 767 103 1580 687 Arrive On Green 0.05 0.26 0.26 0.06 0.27 0.27 0.11 0.50 0.50 0.06 0.44 0.44 Sat Flow, veh/h 1781 1870 1585 1795 1885 1596 1767 3526 1535 1781 3554 1546 Grp Volume(v), veh/h 47 405 392 77 459 207 176 531 23 80 946 83 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1795 1885 1596 1767 1763 1535 1781 1777 1546 Q Serve(g_s), s 3.9 30.6 36.4 6.3 35.4 16.4 14.7 13.3 1.1 6.6 30.2 4.7 Cycle Q Clear(g_c), s 3.9 30.6 36.4 6.3 35.4 16.4 14.7 13.3 1.1 6.6 30.2 4.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 92 488 414 103 503 426 199 1761 767 103 1580 687 V/C Ratio(X) 0.51 0.83 0.95 0.74 0.91 0.49 0.88 0.30 0.03 0.78 0.60 0.12 Avail Cap(c_a), veh/h 368 495 420 311 503 426 365 1761 767 309 1580 687 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 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.3 52.3 54.4 69.6 53.3 46.3 65.6 22.1 19.1 69.7 31.5 24.4 Incr Delay (d2), s/veh 1.6 11.8 31.0 3.9 21.2 1.3 4.6 0.4 0.1 4.6 1.7 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/ln1.8 16.0 18.1 3.0 19.7 6.7 6.9 5.7 0.4 3.2 13.4 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.9 64.1 85.4 73.5 74.4 47.6 70.2 22.5 19.1 74.3 33.2 24.8 LnGrp LOS E E F E E D E C B E C C
Approach Vol, veh/h 844 743 730 1109
Approach Delay, s/veh 74.4 66.9 33.9 35.5
Approach LOS E E C D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s20.9 72.0 11.7 45.4 12.7 80.2 12.6 44.5 Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0 5.3 4.0 5.3 Max Green Setting (Gmax), s 31.0 34.7 31.0 34.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s 16.7 32.2 5.9 37.4 8.6 15.3 8.3 38.4 Green Ext Time (p_c), s 0.2 1.8 0.0 0.0 0.1 5.6 0.1 0.7 Intersection Summary
HCM 6th Ctrl Delay 51.5
HCM 6th LOS D
2301
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 12: Clovis Avenue & Alluvial Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 15 285 154 44 418 104 127 501 61 154 1119 40 Future Volume (veh/h) 15 285 154 44 418 104 127 501 61 154 1119 40 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1826 1826 1826 1870 1870 1870 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 17 320 173 49 470 117 143 563 69 173 1257 45 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 5 55222333111
Cap, veh/h 62 449 380 117 515 437 169 1333 163 199 1543 55 Arrive On Green 0.04 0.25 0.25 0.07 0.28 0.28 0.10 0.42 0.42 0.11 0.44 0.44 Sat Flow, veh/h 1739 1826 1545 1781 1870 1585 1767 3154 385 1795 3524 126 Grp Volume(v), veh/h 17 320 173 49 470 117 143 314 318 173 638 664 Grp Sat Flow(s),veh/h/ln1739 1826 1545 1781 1870 1585 1767 1763 1776 1795 1791 1859 Q Serve(g_s), s 1.2 20.0 11.9 3.3 30.4 7.2 10.0 15.6 15.7 11.9 38.9 39.0 Cycle Q Clear(g_c), s 1.2 20.0 11.9 3.3 30.4 7.2 10.0 15.6 15.7 11.9 38.9 39.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.22 1.00 0.07
Lane Grp Cap(c), veh/h 62 449 380 117 515 437 169 745 751 199 784 814 V/C Ratio(X) 0.27 0.71 0.46 0.42 0.91 0.27 0.84 0.42 0.42 0.87 0.81 0.82 Avail Cap(c_a), veh/h 153 574 486 157 588 498 297 745 751 230 784 814 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 0.69 0.69 0.69 Uniform Delay (d), s/veh 58.7 43.1 40.0 56.1 43.8 35.4 55.6 25.3 25.4 54.7 30.7 30.7 Incr Delay (d2), s/veh 0.9 2.4 0.6 0.9 17.4 0.4 4.3 1.7 1.7 17.4 6.4 6.3 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/ln0.5 9.3 4.6 1.5 16.5 2.9 4.6 6.9 7.0 6.3 17.9 18.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.6 45.5 40.6 57.0 61.2 35.8 59.9 27.1 27.1 72.0 37.2 37.0 LnGrp LOS E D D E E D E C C E D D
Approach Vol, veh/h 510 636 775 1475
Approach Delay, s/veh 44.3 56.2 33.2 41.2
Approach LOS D E C D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.0 60.4 8.5 40.1 17.9 58.5 12.2 36.4 Change Period (Y+Rc), s 4.0 5.7 4.0 5.7 4.0 5.7 4.0 5.7 Max Green Setting (Gmax), s 21.0 34.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s 12.0 41.0 3.2 32.4 13.9 17.7 5.3 22.0 Green Ext Time (p_c), s 0.1 0.0 0.0 2.0 0.1 4.4 0.0 1.8 Intersection Summary
HCM 6th Ctrl Delay 42.6
HCM 6th LOS D
2302
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 13: SR-168 WB Ramps & Herndon Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1049 511 0 1536 887 0 0 0 73 0 729 Future Volume (veh/h) 0 1049 511 0 1536 887 0 0 0 73 0 729 Initial Q (Qb), veh 0 00000 000
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 0 1870 1870 0 1870 1870 1885 0 1885 Adj Flow Rate, veh/h 0 1116 544 0 1634 0 78 0 776
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 22022 101
Cap, veh/h 0 3518 867 0 3068 962 0 776
Arrive On Green 0.00 0.55 0.55 0.00 0.73 0.00 0.28 0.00 0.28 Sat Flow, veh/h 0 6696 1585 0 5611 3170 3483 0 2812
Grp Volume(v), veh/h 0 1116 544 0 1634 0 78 0 776
Grp Sat Flow(s),veh/h/ln 0 1609 1585 0 1870 1585 1742 0 1406 Q Serve(g_s), s 0.0 12.4 30.8 0.0 16.8 0.0 2.2 0.0 35.9 Cycle Q Clear(g_c), s 0.0 12.4 30.8 0.0 16.8 0.0 2.2 0.0 35.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3518 867 0 3068 962 0 776
V/C Ratio(X) 0.00 0.32 0.63 0.00 0.53 0.08 0.00 1.00
Avail Cap(c_a), veh/h 0 3959 975 0 3453 962 0 776
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.89 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.1 20.3 0.0 10.3 0.0 34.8 0.0 47.0 Incr Delay (d2), s/veh 0.0 0.2 3.4 0.0 0.6 0.0 0.1 0.0 32.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 4.6 12.0 0.0 5.5 0.0 0.9 0.0 15.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 16.4 23.8 0.0 10.9 0.0 34.9 0.0 79.2 LnGrp LOS A B C A B C A E
Approach Vol, veh/h 1660 1634 854
Approach Delay, s/veh 18.8 10.9 75.1
Approach LOS B B E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 77.9 43.2 77.9
Change Period (Y+Rc), s 6.8 7.3 6.8
Max Green Setting (Gmax), s 80.0 35.9 80.0
Max Q Clear Time (g_c+I1), s 32.8 37.9 18.8
Green Ext Time (p_c), s 38.3 0.0 50.0
Intersection Summary
HCM 6th Ctrl Delay 27.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. 2303
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 14: SR-168 EB Ramps & Herndon Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 899 223 0 1955 83 463 0 598 0 0 0 Future Volume (veh/h) 0 899 223 0 1955 83 463 0 598 0 0 0 Initial Q (Qb), veh 0 00000000
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 0 1870 1870 0 1885 1885 1841 0 1841 Adj Flow Rate, veh/h 0 999 0 0 2172 92 514 0 664
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 22011404
Cap, veh/h 0 2985 0 4464 934 1536 0 853
Arrive On Green 0.00 0.58 0.00 0.00 0.58 0.58 0.31 0.00 0.31 Sat Flow, veh/h 0 5274 1585 0 7993 1598 4944 0 2745
Grp Volume(v), veh/h 0 999 0 0 2172 92 514 0 664
Grp Sat Flow(s),veh/h/ln 0 1702 1585 0 1527 1598 1648 0 1373 Q Serve(g_s), s 0.0 13.1 0.0 0.0 21.5 3.3 10.4 0.0 28.6 Cycle Q Clear(g_c), s 0.0 13.1 0.0 0.0 21.5 3.3 10.4 0.0 28.6 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2985 0 4464 934 1536 0 853
V/C Ratio(X) 0.00 0.33 0.00 0.49 0.10 0.33 0.00 0.78
Avail Cap(c_a), veh/h 0 2985 0 4464 934 1536 0 853
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.97 0.00 0.00 0.62 0.62 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 13.9 0.0 0.0 15.7 11.9 34.5 0.0 40.7 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.2 0.1 0.6 0.0 6.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 5.1 0.0 0.0 7.4 1.2 4.3 0.0 10.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 14.2 0.0 0.0 15.9 12.0 35.0 0.0 47.7 LnGrp LOS A B A B B D A D
Approach Vol, veh/h 999 2264 1178
Approach Delay, s/veh 14.2 15.8 42.2
Approach LOS B B D
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 82.8 82.8 47.2
Change Period (Y+Rc), s 6.8 6.8 6.8
Max Green Setting (Gmax), s 76.0 76.0 40.4
Max Q Clear Time (g_c+I1), s 15.1 23.5 30.6
Green Ext Time (p_c), s 29.2 50.6 6.5
Intersection Summary
HCM 6th Ctrl Delay 22.4
HCM 6th LOS C
Notes
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 2304
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 15: Clovis Avenue & Herndon Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 356 887 249 152 1063 177 250 307 122 197 410 724 Future Volume (veh/h) 356 887 249 152 1063 177 250 307 122 197 410 724 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1856 1856 1856 1870 1870 1870 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 383 954 268 163 1143 190 269 330 131 212 441 778 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, % 3 33222222111
Cap, veh/h 431 2180 677 290 1983 615 319 932 346 315 1305 703 Arrive On Green 0.13 0.43 0.43 0.08 0.39 0.39 0.09 0.26 0.26 0.09 0.25 0.25 Sat Flow, veh/h 3428 5066 1572 3456 5106 1584 3456 3645 1354 3483 5147 2773 Grp Volume(v), veh/h 383 954 268 163 1143 190 269 307 154 212 441 778 Grp Sat Flow(s),veh/h/ln1714 1689 1572 1728 1702 1584 1728 1702 1595 1742 1716 1387 Q Serve(g_s), s 17.0 20.5 18.1 7.0 27.3 12.9 11.9 11.4 12.4 9.1 10.8 39.3 Cycle Q Clear(g_c), s 17.0 20.5 18.1 7.0 27.3 12.9 11.9 11.4 12.4 9.1 10.8 39.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1.00
Lane Grp Cap(c), veh/h 431 2180 677 290 1983 615 319 870 408 315 1305 703 V/C Ratio(X) 0.89 0.44 0.40 0.56 0.58 0.31 0.84 0.35 0.38 0.67 0.34 1.11 Avail Cap(c_a), veh/h 553 2180 677 557 1983 615 669 870 408 674 1305 703 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) 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.7 31.0 30.3 68.3 37.4 32.9 69.2 47.2 47.5 68.3 47.2 57.9 Incr Delay (d2), s/veh 10.6 0.6 1.5 0.6 1.2 1.3 2.3 1.1 2.7 0.9 0.7 67.0 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/ln8.1 8.6 7.3 3.2 11.7 5.3 5.4 5.0 5.3 4.1 4.8 20.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.2 31.6 31.9 68.9 38.6 34.2 71.6 48.3 50.2 69.2 47.9 124.8 LnGrp LOS E C C E D C E D D E D F
Approach Vol, veh/h 1605 1496 730 1431
Approach Delay, s/veh 42.5 41.3 57.3 92.9
Approach LOS D D E F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s24.5 66.2 19.0 45.3 18.0 72.7 19.3 45.0 Change Period (Y+Rc), s 5.0 6.0 5.0 5.7 5.0 6.0 5.0 5.7 Max Green Setting (Gmax), s 25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s 19.0 29.3 11.1 14.4 9.0 22.5 13.9 41.3 Green Ext Time (p_c), s 0.4 5.2 0.4 1.9 0.2 7.2 0.4 0.0 Intersection Summary
HCM 6th Ctrl Delay 57.9
HCM 6th LOS E
2305
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
16: Baron Avenue & Behymer Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 16
Intersection
Int Delay, s/veh 0.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 249 8 10 459 25 7
Future Vol, veh/h 249 8 10 459 25 7
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 85 85 85 85 85 85
Heavy Vehicles, % 3 34400
Mvmt Flow 293 9 12 540 29 8
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 302 0 862 298
Stage 1 - - - - 298 -
Stage 2 - - - - 564 -
Critical Hdwy - - 4.14 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.236 - 3.5 3.3
Pot Cap-1 Maneuver - - 1248 - 328 746
Stage 1 - - - - 758 -
Stage 2 - - - - 573 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1248 - 323 746
Mov Cap-2 Maneuver - - - - 323 -
Stage 1 - - - - 758 -
Stage 2 - - - - 565 -
Approach EB WB NB
HCM Control Delay, s 0 0.2 15.9

HCM LOS C
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 369 - - 1248 -
HCM Lane V/C Ratio 0.102 - - 0.009 -
HCM Control Delay (s) 15.9 - - 7.9 0
HCM Lane LOS C - - A A
HCM 95th %tile Q(veh) 0.3 - - 0 -
2306
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
17: Baron Avenue & Perrin Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 17
Intersection
Int Delay, s/veh 3.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 9 104 36 64 182 3
Future Vol, veh/h 9 104 36 64 182 3
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 00000
Mvmt Flow 10 113 39 70 198 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 348 200 201 0 - 0
Stage 1 200 -----
Stage 2 148 -----
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 653 846 1383 - - -
Stage 1 838 -----
Stage 2 884 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 634 846 1383 - - -
Mov Cap-2 Maneuver 634 -----
Stage 1 814 -----
Stage 2 884 -----
Approach EB NB SB
HCM Control Delay, s 10.1 2.8 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1383 - 824 - -
HCM Lane V/C Ratio 0.028 - 0.149 - -
HCM Control Delay (s) 7.7 0 10.1 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.5 - -
2307
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
18: Sunnyside Avenue & Shepherd Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 18
Intersection
Intersection Delay, s/veh 282.5
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 63 741 195 67 721 11 110 15 49 24 58 99 Future Vol, veh/h 63 741 195 67 721 11 110 15 49 24 58 99 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 333111000000
Mvmt Flow 64 756 199 68 736 11 112 15 50 24 59 101
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 401.3 250.8 20 19.6

HCM LOS F F C C

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 63% 6% 8% 13%
Vol Thru, % 9% 74% 90% 32%
Vol Right, % 28% 20% 1% 55%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 174 999 799 181
LT Vol 110 63 67 24
Through Vol 15 741 721 58
RT Vol 49 195 11 99
Lane Flow Rate 178 1019 815 185
Geometry Grp 1111
Degree of Util (X) 0.393 1.835 1.485 0.395
Departure Headway (Hd) 10.412 7.25 7.796 10.128
Convergence, Y/N Yes Yes Yes Yes
Cap 348 510 473 358
Service Time 8.412 5.25 5.796 8.128
HCM Lane V/C Ratio 0.511 1.998 1.723 0.517
HCM Control Delay 20 401.3 250.8 19.6
HCM Lane LOS C F F C
HCM 95th-tile Q 1.8 57.7 35.3 1.8
2308
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 19: Fowler Avenue & Shepherd Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 19
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 574 140 37 447 370 208 97 38 185 142 27 Future Volume (veh/h) 32 574 140 37 447 370 208 97 38 185 142 27 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 1841 1841 1841 Adj Flow Rate, veh/h 33 598 146 39 466 385 217 101 40 193 148 28 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 22222222444
Cap, veh/h 71 795 355 76 424 359 240 896 759 216 703 133 Arrive On Green 0.04 0.22 0.22 0.04 0.23 0.23 0.13 0.48 0.48 0.12 0.47 0.47 Sat Flow, veh/h 1781 3554 1585 1781 1870 1585 1781 1870 1585 1753 1504 285 Grp Volume(v), veh/h 33 598 146 39 466 385 217 101 40 193 0 176 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1870 1585 1781 1870 1585 1753 0 1789 Q Serve(g_s), s 2.7 23.6 11.8 3.2 34.0 34.0 18.0 4.5 2.0 16.3 0.0 8.7 Cycle Q Clear(g_c), s 2.7 23.6 11.8 3.2 34.0 34.0 18.0 4.5 2.0 16.3 0.0 8.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.16
Lane Grp Cap(c), veh/h 71 795 355 76 424 359 240 896 759 216 0 836 V/C Ratio(X) 0.46 0.75 0.41 0.51 1.10 1.07 0.90 0.11 0.05 0.89 0.00 0.21 Avail Cap(c_a), veh/h 368 806 359 368 424 359 368 896 759 362 0 836 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 1.00 0.00 1.00 Uniform Delay (d), s/veh 70.4 54.3 49.8 70.3 58.0 58.0 63.9 21.5 20.9 64.8 0.0 23.6 Incr Delay (d2), s/veh 1.8 4.6 1.4 2.0 73.3 67.8 13.2 0.3 0.1 8.4 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/ln1.3 11.1 4.9 1.5 24.7 20.4 9.1 2.1 0.8 7.8 0.0 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.2 58.9 51.2 72.2 131.3 125.8 77.1 21.8 21.0 73.2 0.0 24.2 LnGrp LOS E E D E F F E C C E A C
Approach Vol, veh/h 777 890 358 369
Approach Delay, s/veh 58.0 126.3 55.2 49.8
Approach LOS E F E D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s24.2 75.8 10.0 40.0 22.5 77.5 10.4 39.6 Change Period (Y+Rc), s 4.0 5.7 4.0 6.0 4.0 5.7 4.0 6.0 Max Green Setting (Gmax), s 31.0 34.3 31.0 34.0 31.0 34.3 31.0 34.0 Max Q Clear Time (g_c+I1), s 20.0 10.7 4.7 36.0 18.3 6.5 5.2 25.6 Green Ext Time (p_c), s 0.2 1.0 0.0 0.0 0.2 0.6 0.0 4.3 Intersection Summary
HCM 6th Ctrl Delay 81.7
HCM 6th LOS F
2309
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
20: Hammel Avenue & Project Dwy 1 Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 20
Intersection
Int Delay, s/veh 5.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 9 00300
Future Vol, veh/h 9 00300
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 00000
Mvmt Flow 10 00300
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 3 20030
Stage 1 2 -----
Stage 2 1 -----
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 1025 1088 - - 1632 -
Stage 1 1026 -----
Stage 2 1028 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1025 1088 - - 1632 -
Mov Cap-2 Maneuver 1025 -----
Stage 1 1026 -----
Stage 2 1028 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 0

HCM 6th TWSC Tract Map 6343 Project
21: Hammel Avenue & Project Dwy 2 Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 21
Intersection
Int Delay, s/veh 5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 31 0 3 11 0 9
Future Vol, veh/h 31 0 3 11 0 9
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 00000
Mvmt Flow 34 0 3 12 0 10
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 19 9 0 0 15 0
Stage 1 9 -----
Stage 2 10 -----
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 1004 1079 - - 1616 -
Stage 1 1019 -----
Stage 2 1018 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1004 1079 - - 1616 -
Mov Cap-2 Maneuver 1004 -----
Stage 1 1019 -----
Stage 2 1018 -----
Approach WB NB SB
HCM Control Delay, s 8.7 0 0

HCM 6th TWSC Tract Map 6343 Project
22: Project Dwy 3 & Perrin Avenue Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 22
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 40 0 25 14 0 74
Future Vol, veh/h 40 0 25 14 0 74
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 00000
Mvmt Flow 43 0 27 15 0 80
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 43 0 112 43
Stage 1 - - - - 43 -
Stage 2 - - - - 69 -
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 - - 1579 - 890 1033
Stage 1 - - - - 985 -
Stage 2 - - - - 959 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1579 - 875 1033
Mov Cap-2 Maneuver - - - - 875 -
Stage 1 - - - - 985 -
Stage 2 - - - - 943 -
Approach EB WB NB
HCM Control Delay, s 0 4.7 8.8

HCM 6th TWSC Tract Map 6343 Project
23: Baron Avenue & Project Dwy 4 Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 23
Intersection
Int Delay, s/veh 5.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 55 19 25 16 2
Future Vol, veh/h 6 55 19 25 16 2
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 00000
Mvmt Flow 7 60 21 27 17 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 87 18 19 0 - 0
Stage 1 18 -----
Stage 2 69 -----
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 919 1066 1611 - - -
Stage 1 1010 -----
Stage 2 959 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 907 1066 1611 - - -
Mov Cap-2 Maneuver 907 -----
Stage 1 997 -----
Stage 2 959 -----
Approach EB NB SB
HCM Control Delay, s 8.7 3.1 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1611 - 1048 - -
HCM Lane V/C Ratio 0.013 - 0.063 - -
HCM Control Delay (s) 7.3 0 8.7 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
2313
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
24: Baron Avenue & Project Dwy 5 Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 24
Intersection
Int Delay, s/veh 3.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 58 20 38 67 2
Future Vol, veh/h 6 58 20 38 67 2
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 00000
Mvmt Flow 7 63 22 41 73 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 159 74 75 0 - 0
Stage 1 74 -----
Stage 2 85 -----
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 837 993 1537 - - -
Stage 1 954 -----
Stage 2 943 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 824 993 1537 - - -
Mov Cap-2 Maneuver 824 -----
Stage 1 940 -----
Stage 2 943 -----
Approach EB NB SB
HCM Control Delay, s 9 2.5 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1537 - 974 - -
HCM Lane V/C Ratio 0.014 - 0.071 - -
HCM Control Delay (s) 7.4 0 9 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.2 - -
2314
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
25: Baron Avenue & Project Dwy 6 Near Term (2026) WP - AM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 25
Intersection
Int Delay, s/veh 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 61 21 52 124 2
Future Vol, veh/h 6 61 21 52 124 2
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 00000
Mvmt Flow 7 66 23 57 135 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 239 136 137 0 - 0
Stage 1 136 -----
Stage 2 103 -----
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 754 918 1459 - - -
Stage 1 895 -----
Stage 2 926 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 742 918 1459 - - -
Mov Cap-2 Maneuver 742 -----
Stage 1 881 -----
Stage 2 926 -----
Approach EB NB SB
HCM Control Delay, s 9.4 2.2 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1459 - 899 - -
HCM Lane V/C Ratio 0.016 - 0.081 - -
HCM Control Delay (s) 7.5 0 9.4 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.3 - -
2315
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 1: Willow Avenue & International Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 9 40 188 16 64 29 169 597 24 19 468 11 Future Volume (veh/h) 9 40 188 16 64 29 169 597 24 19 468 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 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 10 44 209 18 71 32 188 663 27 21 520 12 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222000111
Cap, veh/h 33 297 252 52 308 261 242 2259 1008 58 2994 930 Arrive On Green 0.02 0.16 0.16 0.03 0.16 0.16 0.05 0.42 0.42 0.03 0.58 0.58 Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 3510 3610 1610 1795 5147 1598 Grp Volume(v), veh/h 10 44 209 18 71 32 188 663 27 21 520 12 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1755 1805 1610 1795 1716 1598 Q Serve(g_s), s 0.7 2.7 17.2 1.3 4.4 2.3 7.2 16.4 1.3 1.5 6.3 0.4 Cycle Q Clear(g_c), s 0.7 2.7 17.2 1.3 4.4 2.3 7.2 16.4 1.3 1.5 6.3 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 33 297 252 52 308 261 242 2259 1008 58 2994 930 V/C Ratio(X) 0.30 0.15 0.83 0.35 0.23 0.12 0.78 0.29 0.03 0.36 0.17 0.01 Avail Cap(c_a), veh/h 203 612 519 211 612 519 382 2259 1008 196 2994 930 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.4 48.9 55.0 64.3 48.9 48.0 63.4 19.4 15.1 64.0 13.1 11.9 Incr Delay (d2), s/veh 1.9 0.5 14.9 1.5 0.6 0.4 2.0 0.3 0.0 1.4 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.3 7.9 0.6 2.2 1.0 3.2 7.4 0.5 0.7 2.3 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 49.5 70.0 65.8 49.6 48.4 65.4 19.8 15.1 65.4 13.3 11.9 LnGrp LOS E D E E D D EBBEBB
Approach Vol, veh/h 263 121 878 553
Approach Delay, s/veh 66.4 51.7 29.4 15.2
Approach LOS E D C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.6 84.2 7.1 28.1 9.7 90.2 7.9 27.2 Change Period (Y+Rc), s 6.3 5.7 4.6 5.8 5.3 5.7 4.0 5.8 Max Green Setting (Gmax), s 14.7 38.3 15.4 44.2 14.7 39.3 16.0 44.2 Max Q Clear Time (g_c+I1), s 9.2 8.3 2.7 6.4 3.5 18.4 3.3 19.2 Green Ext Time (p_c), s 0.1 7.8 0.0 0.8 0.0 8.7 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 31.9
HCM 6th LOS C
2316
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 2: Willow Avenue & Behymer Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 12 57 128 42 100 28 170 749 36 55 670 12 Future Volume (veh/h) 12 57 128 42 100 28 170 749 36 55 670 12 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 0.98 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 1885 1885 1885 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 14 65 145 48 114 32 193 851 41 62 761 14 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, % 0 00111000111
Cap, veh/h 44 209 177 89 175 49 184 3233 1003 96 2960 897 Arrive On Green 0.02 0.11 0.11 0.05 0.12 0.12 0.10 0.62 0.62 0.02 0.19 0.19 Sat Flow, veh/h 1810 1900 1610 1795 1416 398 1810 5187 1610 1795 5147 1560 Grp Volume(v), veh/h 14 65 145 48 0 146 193 851 41 62 761 14 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1795 0 1814 1810 1729 1610 1795 1716 1560 Q Serve(g_s), s 1.0 4.3 11.9 3.5 0.0 10.4 13.7 10.0 1.3 4.6 17.0 1.0 Cycle Q Clear(g_c), s 1.0 4.3 11.9 3.5 0.0 10.4 13.7 10.0 1.3 4.6 17.0 1.0 Prop In Lane 1.00 1.00 1.00 0.22 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 44 209 177 89 0 224 184 3233 1003 96 2960 897 V/C Ratio(X) 0.32 0.31 0.82 0.54 0.00 0.65 1.05 0.26 0.04 0.65 0.26 0.02 Avail Cap(c_a), veh/h 185 612 519 205 0 584 184 3233 1003 196 2960 897 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.49 0.49 0.49 0.97 0.97 0.97 Uniform Delay (d), s/veh 64.8 55.3 58.7 62.7 0.0 56.4 60.7 11.5 9.8 65.0 30.1 23.6 Incr Delay (d2), s/veh 1.5 1.0 10.5 1.9 0.0 7.0 60.5 0.1 0.0 2.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.5 2.1 5.3 1.7 0.0 5.2 9.2 3.5 0.5 2.2 7.8 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.3 56.3 69.2 64.6 0.0 63.4 121.2 11.6 9.9 67.7 30.3 23.7 LnGrp LOS E EEEAEFBAECC
Approach Vol, veh/h 224 194 1085 837
Approach Delay, s/veh 65.3 63.7 31.0 33.0
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s19.0 83.3 9.5 23.2 12.5 89.8 11.3 21.4 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 13.7 40.3 13.8 43.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 15.7 19.0 3.0 12.4 6.6 12.0 5.5 13.9 Green Ext Time (p_c), s 0.0 9.9 0.0 1.6 0.0 13.0 0.0 1.0 Intersection Summary
HCM 6th Ctrl Delay 37.7
HCM 6th LOS D
2317
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 3: Willow Avenue & Shepherd Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 252 689 123 340 594 304 279 1382 472 330 1001 197 Future Volume (veh/h) 252 689 123 340 594 304 279 1382 472 330 1001 197 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 0.99 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 1900 1900 1900 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 268 733 131 362 632 323 297 1470 502 351 1065 210 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000000111
Cap, veh/h 319 926 413 408 1047 467 347 1767 548 398 1833 561 Arrive On Green 0.09 0.26 0.26 0.12 0.29 0.29 0.10 0.34 0.34 0.11 0.36 0.36 Sat Flow, veh/h 3510 3610 1610 3510 3610 1609 3510 5187 1609 3483 5147 1575 Grp Volume(v), veh/h 268 733 131 362 632 323 297 1470 502 351 1065 210 Grp Sat Flow(s),veh/h/ln1755 1805 1610 1755 1805 1609 1755 1729 1609 1742 1716 1575 Q Serve(g_s), s 10.9 27.5 9.5 14.7 21.8 25.9 12.1 37.8 43.4 14.4 24.4 14.4 Cycle Q Clear(g_c), s 10.9 27.5 9.5 14.7 21.8 25.9 12.1 37.8 43.4 14.4 24.4 14.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 319 926 413 408 1047 467 347 1767 548 398 1833 561 V/C Ratio(X) 0.84 0.79 0.32 0.89 0.60 0.69 0.86 0.83 0.92 0.88 0.58 0.37 Avail Cap(c_a), veh/h 470 1090 486 441 1090 486 453 1767 548 449 1833 561 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 0.09 0.09 0.09 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 64.9 50.3 43.6 63.1 44.3 45.7 64.3 44.0 45.8 63.3 37.9 34.7 Incr Delay (d2), s/veh 5.8 4.8 1.0 2.0 0.1 0.4 9.9 4.7 22.5 15.1 1.3 1.8 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/ln5.1 12.9 3.9 6.5 9.5 10.3 5.8 16.3 20.4 7.1 10.1 5.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 70.7 55.1 44.7 65.1 44.4 46.1 74.2 48.7 68.3 78.3 39.2 36.5 LnGrp LOS E E D E D D E D E E D D
Approach Vol, veh/h 1132 1317 2269 1626
Approach Delay, s/veh 57.6 50.5 56.4 47.3
Approach LOS E D E D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s20.6 57.4 18.8 48.3 22.9 55.1 23.7 43.4 Change Period (Y+Rc), s 6.3 5.7 5.6 6.2 6.3 5.7 6.8 6.2 Max Green Setting (Gmax), s 18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s 14.1 26.4 12.9 27.9 16.4 45.4 16.7 29.5 Green Ext Time (p_c), s 0.2 9.9 0.3 6.1 0.2 0.0 0.1 7.6 Intersection Summary
HCM 6th Ctrl Delay 53.0
HCM 6th LOS D
2318
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
4: Minnewawa Avenue & International Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 4
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 4 2 59 0 2 0 105 237 1 0 260 3
Future Vol, veh/h 4 2 59 0 2 0 105 237 1 0 260 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 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 0 00222111111
Mvmt Flow 5 2 69 0 2 0 122 276 1 0 302 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 826 825 304 860 826 277 305 0 0 277 0 0 Stage 1 304 304 - 521 521 -------
Stage 2 522 521 - 339 305 -------
Critical Hdwy 7.1 6.5 6.2 7.12 6.52 6.22 4.11 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.12 5.52 -------
Follow-up Hdwy 3.5 4 3.3 3.518 4.018 3.318 2.209 - - 2.209 - - Pot Cap-1 Maneuver 293 310 740 276 307 762 1262 - - 1292 - - Stage 1 710 667 - 539 532 -------
Stage 2 542 535 - 676 662 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 266 275 740 227 272 762 1262 - - 1292 - - Mov Cap-2 Maneuver 266 275 - 227 272 -------
Stage 1 629 667 - 478 471 -------
Stage 2 478 474 - 611 662 -------
Approach EB WB NB SB
HCM Control Delay, s 11.4 18.3 2.5 0

HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1262 - - 637 272 1292 - -
HCM Lane V/C Ratio 0.097 - - 0.119 0.009 - - -
HCM Control Delay (s) 8.2 0 - 11.4 18.3 0 - -
HCM Lane LOS A A - B C A - -
HCM 95th %tile Q(veh) 0.3 - - 0.4 0 0 - -
2319
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
5: Minnewawa Avenue & Behymer Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 5
Intersection
Intersection Delay, s/veh 16.9
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 96 34 17 105 105 49 243 18 105 239 2 Future Vol, veh/h 3 96 34 17 105 105 49 243 18 105 239 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 Heavy Vehicles, % 111000111111
Mvmt Flow 3 109 39 19 119 119 56 276 20 119 272 2
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 12.3 14.3 17.5 19.9

HCM LOS B B C C

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 16% 2% 7% 30%
Vol Thru, % 78% 72% 46% 69%
Vol Right, % 6% 26% 46% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 310 133 227 346
LT Vol 49 3 17 105
Through Vol 243 96 105 239
RT Vol 18 34 105 2
Lane Flow Rate 352 151 258 393
Geometry Grp 1111
Degree of Util (X) 0.591 0.28 0.447 0.657
Departure Headway (Hd) 6.035 6.659 6.241 6.015
Convergence, Y/N Yes Yes Yes Yes
Cap 595 538 575 598
Service Time 4.087 4.724 4.299 4.065
HCM Lane V/C Ratio 0.592 0.281 0.449 0.657
HCM Control Delay 17.5 12.3 14.3 19.9
HCM Lane LOS C B B C
HCM 95th-tile Q 3.8 1.1 2.3 4.8
2320
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 6: Minnewawa Avenue & Shepherd Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 137 981 153 105 868 201 195 489 150 151 346 103 Future Volume (veh/h) 137 981 153 105 868 201 195 489 150 151 346 103 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 1900 1900 1900 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 147 1055 165 113 933 216 210 526 161 162 372 111 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 11000111111
Cap, veh/h 173 984 439 151 497 421 236 723 613 188 673 571 Arrive On Green 0.10 0.27 0.27 0.08 0.26 0.26 0.13 0.38 0.38 0.10 0.36 0.36 Sat Flow, veh/h 1795 3582 1598 1810 1900 1610 1795 1885 1598 1795 1885 1598 Grp Volume(v), veh/h 147 1055 165 113 933 216 210 526 161 162 372 111 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1810 1900 1610 1795 1885 1598 1795 1885 1598 Q Serve(g_s), s 10.5 35.7 10.9 7.9 34.0 14.9 15.0 31.0 9.0 11.5 20.5 6.2 Cycle Q Clear(g_c), s 10.5 35.7 10.9 7.9 34.0 14.9 15.0 31.0 9.0 11.5 20.5 6.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 173 984 439 151 497 421 236 723 613 188 673 571 V/C Ratio(X) 0.85 1.07 0.38 0.75 1.88 0.51 0.89 0.73 0.26 0.86 0.55 0.19 Avail Cap(c_a), veh/h 290 984 439 292 497 421 290 723 613 290 673 571 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) 0.53 0.53 0.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.8 47.1 38.1 58.3 48.0 40.9 55.6 34.3 27.5 57.3 33.5 28.9 Incr Delay (d2), s/veh 2.8 43.4 0.4 2.8 402.5 1.7 21.5 6.3 1.0 9.6 3.2 0.8 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/ln4.7 21.1 4.2 3.6 70.9 5.9 8.0 14.9 3.5 5.7 10.0 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.6 90.5 38.6 61.1 450.5 42.6 77.0 40.6 28.5 66.9 36.7 29.6 LnGrp LOS E F D E F D E D C E D C
Approach Vol, veh/h 1367 1262 897 645
Approach Delay, s/veh 81.0 345.8 47.0 43.1
Approach LOS F F D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s21.1 52.4 16.5 40.0 17.6 55.9 14.8 41.7 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s 17.0 22.5 12.5 36.0 13.5 33.0 9.9 37.7 Green Ext Time (p_c), s 0.1 2.8 0.1 0.0 0.1 0.4 0.1 0.0 Intersection Summary
HCM 6th Ctrl Delay 148.0
HCM 6th LOS F
2321
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
7: Clovis Avenue & Behymer Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 7
Intersection
Intersection Delay, s/veh 8.7
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 216 4 0 224 4 0
Future Vol, veh/h 216 4 0 224 4 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 1 10000
Mvmt Flow 235 4 0 243 4 0
Number of Lanes 1 00110
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach RightNB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.7 8.7 8.2

HCM LOS A A A

Lane NBLn1 EBLn1WBLn1
Vol Left, % 100% 0% 0%
Vol Thru, % 0% 98% 100%
Vol Right, % 0% 2% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 4 220 224
LT Vol 4 0 0
Through Vol 0 216 224
RT Vol 0 4 0
Lane Flow Rate 4 239 243
Geometry Grp 1 1 1
Degree of Util (X) 0.006 0.272 0.276
Departure Headway (Hd) 5.121 4.094 4.086
Convergence, Y/N Yes Yes Yes
Cap 703 870 874
Service Time 3.121 2.148 2.139
HCM Lane V/C Ratio 0.006 0.275 0.278
HCM Control Delay 8.2 8.7 8.7
HCM Lane LOS A A A
HCM 95th-tile Q 0 1.1 1.1
2322
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
8: Clovis Avenue & Baron Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 8
Intersection
Intersection Delay, s/veh33.9
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 291 0 1 30 0 168 411 1 124 0
Future Vol, veh/h 0 0 0 291 0 1 30 0 168 411 1 124 0
Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Heavy Vehicles, % 0 000000022000
Mvmt Flow 0 0 0 388 0 1 40 0 224 548 1 165 0
Number of Lanes 0 001011011120
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 3 3
Conflicting Approach Left NB WB
Conflicting Lanes Left 3 0 2
Conflicting Approach Right SB WB
Conflicting Lanes Right 3 2 0
HCM Control Delay 38.7 36.2 11.4

HCM LOS E E B

Lane NBLn1 NBLn2 NBLn3WBLn1WBLn2 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 100% 100% 0% 0% 0% 0% 100% 100%
Vol Right, % 0% 0% 100% 0% 100% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 30 168 411 291 1 1 62 62
LT Vol 0 0 0 291 0 1 0 0
Through Vol 30 168 0 0 0 0 62 62
RT Vol 0 0 411 0 1 0 0 0
Lane Flow Rate 40 224 548 388 1 1 83 83
Geometry Grp 88888888
Degree of Util (X) 0.076 0.426 0.933 0.835 0.002 0.003 0.186 0.146 Departure Headway (Hd) 6.81 6.844 6.127 7.75 6.551 8.631 8.114 6.354 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 526 526 592 469 550 414 441 563
Service Time 4.549 4.584 3.867 5.45 4.251 6.389 5.871 4.11 HCM Lane V/C Ratio 0.076 0.426 0.926 0.827 0.002 0.002 0.188 0.147 HCM Control Delay 10.1 14.6 46.9 38.8 9.3 11.4 12.7 10.2 HCM Lane LOS BBEEABBB
HCM 95th-tile Q 0.2 2.1 12.1 8.2 0 0 0.7 0.5
2323
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 9: Clovis Avenue & Shepherd Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 186 863 155 164 874 142 203 392 175 131 265 156 Future Volume (veh/h) 186 863 155 164 874 142 203 392 175 131 265 156 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 196 908 163 173 920 149 214 413 184 138 279 164 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 11000000000
Cap, veh/h 249 870 387 250 877 391 238 1255 560 612 1409 628 Arrive On Green 0.07 0.24 0.24 0.07 0.24 0.24 0.13 0.35 0.35 0.17 0.39 0.39 Sat Flow, veh/h 3483 3582 1594 3510 3610 1610 1810 3610 1610 3510 3610 1610 Grp Volume(v), veh/h 196 908 163 173 920 149 214 413 184 138 279 164 Grp Sat Flow(s),veh/h/ln1742 1791 1594 1755 1805 1610 1810 1805 1610 1755 1805 1610 Q Serve(g_s), s 7.8 34.0 12.1 6.7 34.0 10.8 16.3 11.8 11.8 4.7 7.1 9.7 Cycle Q Clear(g_c), s 7.8 34.0 12.1 6.7 34.0 10.8 16.3 11.8 11.8 4.7 7.1 9.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 249 870 387 250 877 391 238 1255 560 612 1409 628 V/C Ratio(X) 0.79 1.04 0.42 0.69 1.05 0.38 0.90 0.33 0.33 0.23 0.20 0.26 Avail Cap(c_a), veh/h 607 870 387 612 877 391 315 1255 560 612 1409 628 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 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.9 53.0 44.7 63.5 53.0 44.2 59.8 33.6 33.6 49.7 28.2 29.0 Incr Delay (d2), s/veh 2.1 42.3 1.1 1.3 44.2 0.9 18.1 0.7 1.5 0.9 0.3 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/ln3.4 19.9 4.8 3.0 20.2 4.3 8.5 5.2 4.7 2.1 3.1 3.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.0 95.3 45.8 64.8 97.2 45.1 77.9 34.3 35.1 50.5 28.5 30.0 LnGrp LOS E F D E F D E CDDCC
Approach Vol, veh/h 1267 1242 811 581
Approach Delay, s/veh 84.4 86.4 46.0 34.2
Approach LOS F F D C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s24.0 60.3 15.6 40.0 30.0 54.4 15.6 40.0 Change Period (Y+Rc), s 5.6 5.7 5.6 6.0 5.6 5.7 5.6 6.0 Max Green Setting (Gmax), s 24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s 18.3 11.7 9.8 36.0 6.7 13.8 8.7 36.0 Green Ext Time (p_c), s 0.1 6.1 0.3 0.0 0.2 5.9 0.2 0.0 Intersection Summary
HCM 6th Ctrl Delay 69.6
HCM 6th LOS E
2324
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 10: Clovis Avenue & Teague Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 10
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 90 89 157 810 545 74
Future Volume (veh/h) 90 89 157 810 545 74
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 1885 1885 1885 1885 1900 1900
Adj Flow Rate, veh/h 111 110 194 1000 673 91
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81
Percent Heavy Veh, % 1 11100
Cap, veh/h 168 150 169 2817 2329 1039
Arrive On Green 0.09 0.09 0.09 0.79 0.65 0.65
Sat Flow, veh/h 1795 1598 1795 3676 3705 1610
Grp Volume(v), veh/h 111 110 194 1000 673 91
Grp Sat Flow(s),veh/h/ln1795 1598 1795 1791 1805 1610
Q Serve(g_s), s 5.1 5.7 8.0 7.0 6.9 1.8
Cycle Q Clear(g_c), s 5.1 5.7 8.0 7.0 6.9 1.8
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 168 150 169 2817 2329 1039
V/C Ratio(X) 0.66 0.74 1.15 0.36 0.29 0.09
Avail Cap(c_a), veh/h 530 472 169 2817 2329 1039
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 0.94 0.94
Uniform Delay (d), s/veh 37.2 37.5 38.5 2.7 6.6 5.7
Incr Delay (d2), s/veh 1.7 2.6 114.6 0.4 0.3 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln2.2 2.2 8.8 1.6 2.1 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.9 40.1 153.1 3.0 6.9 5.8
LnGrp LOS D D F A A A
Approach Vol, veh/h 221 1194 764
Approach Delay, s/veh 39.5 27.4 6.7
Approach LOS D C A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s12.0 60.1 72.1 12.9
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s 8.0 37.7 49.7 25.1
Max Q Clear Time (g_c+I1), s 10.0 8.9 9.0 7.7
Green Ext Time (p_c), s 0.0 6.3 11.5 0.3
Intersection Summary
HCM 6th Ctrl Delay 21.4
HCM 6th LOS C
2325
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 11: Clovis Avenue & Nees Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 472 393 43 449 74 312 882 46 43 553 48 Future Volume (veh/h) 55 472 393 43 449 74 312 882 46 43 553 48 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.97 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 1885 1885 1885 1885 1885 1885 1900 1900 1900 Adj Flow Rate, veh/h 59 502 418 46 478 79 332 938 49 46 588 51 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00111111000
Cap, veh/h 99 503 426 92 492 416 352 1823 794 93 1313 571 Arrive On Green 0.05 0.26 0.26 0.05 0.26 0.26 0.20 0.51 0.51 0.05 0.36 0.36 Sat Flow, veh/h 1810 1900 1610 1795 1885 1596 1795 3582 1560 1810 3610 1569 Grp Volume(v), veh/h 59 502 418 46 478 79 332 938 49 46 588 51 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1795 1885 1596 1795 1791 1560 1810 1805 1569 Q Serve(g_s), s 4.8 39.6 38.7 3.7 37.7 5.8 27.3 26.1 2.4 3.7 18.6 3.2 Cycle Q Clear(g_c), s 4.8 39.6 38.7 3.7 37.7 5.8 27.3 26.1 2.4 3.7 18.6 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 99 503 426 92 492 416 352 1823 794 93 1313 571 V/C Ratio(X) 0.59 1.00 0.98 0.50 0.97 0.19 0.94 0.51 0.06 0.50 0.45 0.09 Avail Cap(c_a), veh/h 374 503 426 311 492 416 371 1823 794 314 1313 571 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 0.56 0.56 0.56 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.3 55.1 54.8 69.3 54.9 43.1 59.4 24.5 18.7 69.3 36.3 31.4 Incr Delay (d2), s/veh 2.1 39.7 38.5 1.6 33.3 0.3 20.8 0.6 0.1 1.5 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/ln2.2 24.0 19.8 1.7 22.0 2.3 14.2 10.9 0.9 1.8 8.5 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.4 94.8 93.3 70.9 88.2 43.4 80.2 25.1 18.8 70.8 37.4 31.7 LnGrp LOS E F F E F D F C B E D C
Approach Vol, veh/h 979 603 1319 685
Approach Delay, s/veh 92.7 81.0 38.7 39.2
Approach LOS F F D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s33.4 59.9 12.2 44.4 11.7 81.6 11.7 45.0 Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0 5.3 4.0 5.3 Max Green Setting (Gmax), s 31.0 34.7 31.0 34.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s 29.3 20.6 6.8 39.7 5.7 28.1 5.7 41.6 Green Ext Time (p_c), s 0.1 4.9 0.1 0.0 0.0 6.3 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 60.7
HCM 6th LOS E
2326
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 12: Clovis Avenue & Alluvial Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 22 357 176 36 322 116 147 1164 67 107 865 17 Future Volume (veh/h) 22 357 176 36 322 116 147 1164 67 107 865 17 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 24 388 191 39 350 126 160 1265 73 116 940 18 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 11111000000
Cap, veh/h 81 434 367 107 460 390 187 1597 92 171 1636 31 Arrive On Green 0.05 0.23 0.23 0.06 0.24 0.24 0.10 0.46 0.46 0.09 0.45 0.45 Sat Flow, veh/h 1795 1885 1596 1795 1885 1598 1810 3464 200 1810 3621 69 Grp Volume(v), veh/h 24 388 191 39 350 126 160 658 680 116 469 489 Grp Sat Flow(s),veh/h/ln1795 1885 1596 1795 1885 1598 1810 1805 1859 1810 1805 1886 Q Serve(g_s), s 1.6 24.9 13.1 2.6 21.5 8.1 10.9 38.7 38.8 7.8 24.0 24.0 Cycle Q Clear(g_c), s 1.6 24.9 13.1 2.6 21.5 8.1 10.9 38.7 38.8 7.8 24.0 24.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 0.04
Lane Grp Cap(c), veh/h 81 434 367 107 460 390 187 832 857 171 816 852 V/C Ratio(X) 0.30 0.89 0.52 0.37 0.76 0.32 0.85 0.79 0.79 0.68 0.57 0.57 Avail Cap(c_a), veh/h 158 593 502 158 593 502 304 832 857 232 816 852 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 0.79 0.79 0.79 Uniform Delay (d), s/veh 57.7 46.6 42.1 56.5 43.8 38.8 55.1 28.6 28.6 54.8 25.4 25.4 Incr Delay (d2), s/veh 0.7 11.6 0.8 0.8 4.4 0.5 6.6 7.6 7.5 1.4 2.3 2.2 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/ln0.7 12.7 5.1 1.2 10.3 3.2 5.2 17.4 18.0 3.5 10.3 10.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.5 58.2 42.9 57.3 48.3 39.3 61.7 36.1 36.1 56.2 27.7 27.6 LnGrp LOS E E D E D D E D D E C C
Approach Vol, veh/h 603 515 1498 1074
Approach Delay, s/veh 53.4 46.8 38.8 30.7
Approach LOS DDDC
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.9 62.2 9.7 36.2 15.8 63.3 11.4 34.5 Change Period (Y+Rc), s 4.0 5.7 4.0 5.7 4.0 5.7 4.0 5.7 Max Green Setting (Gmax), s 21.0 34.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s 12.9 26.0 3.6 23.5 9.8 40.8 4.6 26.9 Green Ext Time (p_c), s 0.1 3.5 0.0 2.2 0.1 0.0 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 40.0
HCM 6th LOS D
2327
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 13: SR-168 WB Ramps & Herndon Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1755 545 0 1595 766 0 0 0 73 0 342 Future Volume (veh/h) 0 1755 545 0 1595 766 0 0 0 73 0 342 Initial Q (Qb), veh 0 00000 000
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 0 1885 1885 0 1885 1885 1885 0 1885 Adj Flow Rate, veh/h 0 1773 551 0 1505 0 74 0 345
Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 0 11011 101
Cap, veh/h 0 3284 809 0 2864 571 0 461
Arrive On Green 0.00 0.51 0.51 0.00 0.51 0.00 0.16 0.00 0.16 Sat Flow, veh/h 0 6749 1598 0 5656 3195 3483 0 2812
Grp Volume(v), veh/h 0 1773 551 0 1505 0 74 0 345
Grp Sat Flow(s),veh/h/ln 0 1621 1598 0 1885 1598 1742 0 1406 Q Serve(g_s), s 0.0 24.5 34.3 0.0 23.6 0.0 2.4 0.0 15.4 Cycle Q Clear(g_c), s 0.0 24.5 34.3 0.0 23.6 0.0 2.4 0.0 15.4 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3284 809 0 2864 571 0 461
V/C Ratio(X) 0.00 0.54 0.68 0.00 0.53 0.13 0.00 0.75
Avail Cap(c_a), veh/h 0 3341 823 0 2913 1317 0 1063
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.92 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 22.1 24.6 0.0 21.9 0.0 47.1 0.0 52.6 Incr Delay (d2), s/veh 0.0 0.6 4.6 0.0 0.6 0.0 0.3 0.0 5.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 9.0 13.3 0.0 10.1 0.0 1.1 0.0 5.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 22.8 29.2 0.0 22.6 0.0 47.4 0.0 58.5 LnGrp LOS A C C A C D A E
Approach Vol, veh/h 2324 1505 419
Approach Delay, s/veh 24.3 22.6 56.5
Approach LOS C C E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 73.6 29.0 73.6
Change Period (Y+Rc), s 6.8 7.3 6.8
Max Green Setting (Gmax), s 68.0 49.9 68.0
Max Q Clear Time (g_c+I1), s 36.3 17.4 25.6
Green Ext Time (p_c), s 30.5 4.2 33.7
Intersection Summary
HCM 6th Ctrl Delay 26.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. 2328
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 14: SR-168 EB Ramps & Herndon Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1462 367 0 1822 199 520 0 987 0 0 0 Future Volume (veh/h) 0 1462 367 0 1822 199 520 0 987 0 0 0 Initial Q (Qb), veh 0 00000000
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 0 1885 1885 0 1885 1885 1885 0 1885 Adj Flow Rate, veh/h 0 1507 0 0 1878 205 536 0 1018
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 11011101
Cap, veh/h 0 2930 0 4346 909 1651 0 917
Arrive On Green 0.00 0.57 0.00 0.00 0.57 0.57 0.33 0.00 0.33 Sat Flow, veh/h 0 5316 1598 0 7993 1598 5063 0 2812
Grp Volume(v), veh/h 0 1507 0 0 1878 205 536 0 1018
Grp Sat Flow(s),veh/h/ln 0 1716 1598 0 1527 1598 1688 0 1406 Q Serve(g_s), s 0.0 23.2 0.0 0.0 18.3 8.2 10.4 0.0 42.4 Cycle Q Clear(g_c), s 0.0 23.2 0.0 0.0 18.3 8.2 10.4 0.0 42.4 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2930 0 4346 909 1651 0 917
V/C Ratio(X) 0.00 0.51 0.00 0.43 0.23 0.32 0.00 1.11
Avail Cap(c_a), veh/h 0 2930 0 4346 909 1651 0 917
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.94 0.00 0.00 0.54 0.54 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.1 0.0 0.0 16.0 13.8 33.0 0.0 43.8 Incr Delay (d2), s/veh 0.0 0.6 0.0 0.0 0.2 0.3 0.5 0.0 64.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 8.7 0.0 0.0 6.0 2.9 4.3 0.0 22.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.7 0.0 0.0 16.2 14.1 33.5 0.0 108.5 LnGrp LOS A B A B B C A F
Approach Vol, veh/h 1507 2083 1554
Approach Delay, s/veh 17.7 16.0 82.6
Approach LOS B B F
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 80.8 80.8 49.2
Change Period (Y+Rc), s 6.8 6.8 6.8
Max Green Setting (Gmax), s 74.0 74.0 42.4
Max Q Clear Time (g_c+I1), s 25.2 20.3 44.4
Green Ext Time (p_c), s 37.7 49.2 0.0
Intersection Summary
HCM 6th Ctrl Delay 36.6
HCM 6th LOS D
Notes
Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 2329
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 15: Clovis Avenue & Herndon Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 15
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 677 1428 330 319 1137 203 389 560 280 316 361 484 Future Volume (veh/h) 677 1428 330 319 1137 203 389 560 280 316 361 484 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 1900 1900 1900 1885 1885 1885 Adj Flow Rate, veh/h 705 1488 344 332 1184 211 405 583 292 329 376 504 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 11111000111
Cap, veh/h 562 1889 586 381 1622 503 457 950 434 380 1305 703 Arrive On Green 0.16 0.37 0.37 0.11 0.32 0.32 0.13 0.27 0.27 0.11 0.25 0.25 Sat Flow, veh/h 3483 5147 1598 3483 5147 1596 3510 3458 1579 3483 5147 2773 Grp Volume(v), veh/h 705 1488 344 332 1184 211 405 583 292 329 376 504 Grp Sat Flow(s),veh/h/ln1742 1716 1598 1742 1716 1596 1755 1729 1579 1742 1716 1387 Q Serve(g_s), s 25.0 39.9 26.9 14.5 31.7 16.2 17.6 22.8 25.5 14.4 9.1 25.7 Cycle Q Clear(g_c), s 25.0 39.9 26.9 14.5 31.7 16.2 17.6 22.8 25.5 14.4 9.1 25.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 562 1889 586 381 1622 503 457 950 434 380 1305 703 V/C Ratio(X) 1.25 0.79 0.59 0.87 0.73 0.42 0.89 0.61 0.67 0.87 0.29 0.72 Avail Cap(c_a), veh/h 562 1889 586 562 1622 503 679 950 434 674 1305 703 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) 0.60 0.60 0.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.0 43.7 39.6 67.9 47.2 41.9 66.3 49.1 50.0 67.9 46.6 52.8 Incr Delay (d2), s/veh 123.5 2.1 2.6 7.1 2.9 2.6 7.0 3.0 8.1 2.4 0.6 6.2 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/ln20.5 16.9 10.8 6.8 13.7 6.7 8.2 10.1 10.9 6.4 3.9 9.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 188.5 45.8 42.2 75.0 50.2 44.5 73.3 52.0 58.1 70.3 47.1 59.0 LnGrp LOS F D D E D D E D E E D E
Approach Vol, veh/h 2537 1727 1280 1209
Approach Delay, s/veh 84.9 54.2 60.1 58.4
Approach LOS F D E E
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s30.0 54.8 21.9 48.3 22.0 62.9 25.2 45.0 Change Period (Y+Rc), s 5.0 6.0 5.0 5.7 5.0 6.0 5.0 5.7 Max Green Setting (Gmax), s 25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s 27.0 33.7 16.4 27.5 16.5 41.9 19.6 27.7 Green Ext Time (p_c), s 0.0 3.2 0.5 2.8 0.4 0.0 0.6 3.8 Intersection Summary
HCM 6th Ctrl Delay 67.6
HCM 6th LOS E
2330
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HCM 6th TWSC Tract Map 6343 Project
16: Baron Avenue & Behymer Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 16
Intersection
Int Delay, s/veh 0.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 176 28 11 196 17 11
Future Vol, veh/h 176 28 11 196 17 11
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 94 94 94 94 94 94
Heavy Vehicles, % 1 10000
Mvmt Flow 187 30 12 209 18 12
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 217 0 435 202
Stage 1 - - - - 202 -
Stage 2 - - - - 233 -
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 - - 1365 - 582 844
Stage 1 - - - - 837 -
Stage 2 - - - - 810 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1365 - 576 844
Mov Cap-2 Maneuver - - - - 576 -
Stage 1 - - - - 837 -
Stage 2 - - - - 802 -
Approach EB WB NB
HCM Control Delay, s 0 0.4 10.7

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 658 - - 1365 -
HCM Lane V/C Ratio 0.045 - - 0.009 -
HCM Control Delay (s) 10.7 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
2331
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
17: Baron Avenue & Perrin Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 17
Intersection
Int Delay, s/veh 3.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 70 118 207 126 10
Future Vol, veh/h 6 70 118 207 126 10
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 00000
Mvmt Flow 7 76 128 225 137 11
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 624 143 148 0 - 0
Stage 1 143 -----
Stage 2 481 -----
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 452 910 1446 - - -
Stage 1 889 -----
Stage 2 626 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 406 910 1446 - - -
Mov Cap-2 Maneuver 406 -----
Stage 1 799 -----
Stage 2 626 -----
Approach EB NB SB
HCM Control Delay, s 9.8 2.8 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1446 - 829 - -
HCM Lane V/C Ratio 0.089 - 0.1 - -
HCM Control Delay (s) 7.7 0 9.8 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.3 - 0.3 - -
2332
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
18: Sunnyside Avenue & Shepherd Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 18
Intersection
Intersection Delay, s/veh 533.4
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 133 886 160 62 915 31 183 25 74 19 43 108 Future Vol, veh/h 133 886 160 62 915 31 183 25 74 19 43 108 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 111000000000
Mvmt Flow 141 943 170 66 973 33 195 27 79 20 46 115
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 708.5 552.5 38 27.3

HCM LOS F F E D

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 65% 11% 6% 11%
Vol Thru, % 9% 75% 91% 25%
Vol Right, % 26% 14% 3% 64%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 282 1179 1008 170
LT Vol 183 133 62 19
Through Vol 25 886 915 43
RT Vol 74 160 31 108
Lane Flow Rate 300 1254 1072 181
Geometry Grp 1111
Degree of Util (X) 0.67 2.514 2.16 0.42
Departure Headway (Hd) 12.669 9.206 9.802 14.329
Convergence, Y/N Yes Yes Yes Yes
Cap 288 414 386 253
Service Time 10.669 7.206 7.802 12.329
HCM Lane V/C Ratio 1.042 3.029 2.777 0.715
HCM Control Delay 38 708.5 552.5 27.3
HCM Lane LOS E F F D
HCM 95th-tile Q 4.4 78.7 58.4 2
2333
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 19: Fowler Avenue & Shepherd Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 19
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 43 585 161 52 659 128 282 122 76 110 129 36 Future Volume (veh/h) 43 585 161 52 659 128 282 122 76 110 129 36 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 1885 1885 1885 1885 1885 1885 Adj Flow Rate, veh/h 45 616 169 55 694 135 297 128 80 116 136 38 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 1 11111111111
Cap, veh/h 81 802 358 86 427 362 319 980 830 139 594 166 Arrive On Green 0.05 0.22 0.22 0.05 0.23 0.23 0.18 0.52 0.52 0.08 0.42 0.42 Sat Flow, veh/h 1795 3582 1598 1795 1885 1598 1795 1885 1598 1795 1417 396 Grp Volume(v), veh/h 45 616 169 55 694 135 297 128 80 116 0 174 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1795 1885 1598 1795 1885 1598 1795 0 1813 Q Serve(g_s), s 3.7 24.2 13.8 4.5 34.0 10.7 24.5 5.2 3.8 9.6 0.0 9.2 Cycle Q Clear(g_c), s 3.7 24.2 13.8 4.5 34.0 10.7 24.5 5.2 3.8 9.6 0.0 9.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.22
Lane Grp Cap(c), veh/h 81 802 358 86 427 362 319 980 830 139 0 760 V/C Ratio(X) 0.56 0.77 0.47 0.64 1.62 0.37 0.93 0.13 0.10 0.84 0.00 0.23 Avail Cap(c_a), veh/h 371 812 362 371 427 362 371 980 830 371 0 760 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 1.00 0.00 1.00 Uniform Delay (d), s/veh 70.1 54.6 50.5 70.1 58.0 49.0 60.8 18.6 18.2 68.3 0.0 28.0 Incr Delay (d2), s/veh 2.2 5.1 1.8 2.9 291.4 1.2 26.2 0.3 0.2 5.0 0.0 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/ln1.7 11.4 5.7 2.1 50.3 4.4 13.3 2.3 1.5 4.5 0.0 4.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.3 59.6 52.3 73.0 349.4 50.2 87.0 18.8 18.5 73.3 0.0 28.7 LnGrp LOS E E D E F D F BBEAC
Approach Vol, veh/h 830 884 505 290
Approach Delay, s/veh 58.8 286.5 58.9 46.5
Approach LOS E F E D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s30.6 68.6 10.8 40.0 15.6 83.6 11.2 39.6 Change Period (Y+Rc), s 4.0 5.7 4.0 6.0 4.0 5.7 4.0 6.0 Max Green Setting (Gmax), s 31.0 34.3 31.0 34.0 31.0 34.3 31.0 34.0 Max Q Clear Time (g_c+I1), s 26.5 11.2 5.7 36.0 11.6 7.2 6.5 26.2 Green Ext Time (p_c), s 0.2 0.8 0.0 0.0 0.1 0.8 0.0 4.0 Intersection Summary
HCM 6th Ctrl Delay 137.6
HCM 6th LOS F
2334
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
20: Hammel Avenue & Project Dwy 1 Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 20
Intersection
Int Delay, s/veh 3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 6 0 0 10 0 0
Future Vol, veh/h 6 0 0 10 0 0
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 00000
Mvmt Flow 7 0 0 11 0 0
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 7 6 0 0 11 0
Stage 1 6 -----
Stage 2 1 -----
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 1019 1083 - - 1621 -
Stage 1 1022 -----
Stage 2 1028 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1019 1083 - - 1621 -
Mov Cap-2 Maneuver 1019 -----
Stage 1 1022 -----
Stage 2 1028 -----
Approach WB NB SB
HCM Control Delay, s 8.6 0 0

HCM 6th TWSC Tract Map 6343 Project
21: Hammel Avenue & Project Dwy 2 Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 21
Intersection
Int Delay, s/veh 2.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 21 0 10 35 0 6
Future Vol, veh/h 21 0 10 35 0 6
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 00000
Mvmt Flow 23 0 11 38 0 7
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 37 30 0 0 49 0
Stage 1 30 -----
Stage 2 7 -----
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 981 1050 - - 1571 -
Stage 1 998 -----
Stage 2 1021 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 981 1050 - - 1571 -
Mov Cap-2 Maneuver 981 -----
Stage 1 998 -----
Stage 2 1021 -----
Approach WB NB SB
HCM Control Delay, s 8.8 0 0

HCM 6th TWSC Tract Map 6343 Project
22: Project Dwy 3 & Perrin Avenue Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 22
Intersection
Int Delay, s/veh 5.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 27 0 84 45 0 50
Future Vol, veh/h 27 0 84 45 0 50
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 00000
Mvmt Flow 29 0 91 49 0 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 29 0 260 29
Stage 1 - - - - 29 -
Stage 2 - - - - 231 -
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 - - 1597 - 733 1052
Stage 1 - - - - 999 -
Stage 2 - - - - 812 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1597 - 690 1052
Mov Cap-2 Maneuver - - - - 690 -
Stage 1 - - - - 999 -
Stage 2 - - - - 764 -
Approach EB WB NB
HCM Control Delay, s 0 4.8 8.6

HCM 6th TWSC Tract Map 6343 Project
23: Baron Avenue & Project Dwy 4 Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 23
Intersection
Int Delay, s/veh 5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 37 63 23 32 7
Future Vol, veh/h 4 37 63 23 32 7
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 00000
Mvmt Flow 4 40 68 25 35 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 200 39 43 0 - 0
Stage 1 39 -----
Stage 2 161 -----
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 793 1038 1579 - - -
Stage 1 989 -----
Stage 2 873 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 758 1038 1579 - - -
Mov Cap-2 Maneuver 758 -----
Stage 1 945 -----
Stage 2 873 -----
Approach EB NB SB
HCM Control Delay, s 8.8 5.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1579 - 1002 - -
HCM Lane V/C Ratio 0.043 - 0.044 - -
HCM Control Delay (s) 7.4 0 8.8 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -
2338
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
24: Baron Avenue & Project Dwy 5 Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 24
Intersection
Int Delay, s/veh 3.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 39 66 82 62 7
Future Vol, veh/h 4 39 66 82 62 7
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 00000
Mvmt Flow 4 42 72 89 67 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 304 71 75 0 - 0
Stage 1 71 -----
Stage 2 233 -----
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 692 997 1537 - - -
Stage 1 957 -----
Stage 2 810 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 658 997 1537 - - -
Mov Cap-2 Maneuver 658 -----
Stage 1 910 -----
Stage 2 810 -----
Approach EB NB SB
HCM Control Delay, s 9 3.3 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1537 - 951 - -
HCM Lane V/C Ratio 0.047 - 0.049 - -
HCM Control Delay (s) 7.5 0 9 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 - 0.2 - -
2339
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
25: Baron Avenue & Project Dwy 6 Near Term (2026) WP - PM Pk Hr LSA Synchro 11 Report
03/14/2023 Page 25
Intersection
Int Delay, s/veh 2.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 41 70 144 95 7
Future Vol, veh/h 4 41 70 144 95 7
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 00000
Mvmt Flow 4 45 76 157 103 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 416 107 111 0 - 0
Stage 1 107 -----
Stage 2 309 -----
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 597 953 1492 - - -
Stage 1 922 -----
Stage 2 749 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 564 953 1492 - - -
Mov Cap-2 Maneuver 564 -----
Stage 1 870 -----
Stage 2 749 -----
Approach EB NB SB
HCM Control Delay, s 9.2 2.5 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1492 - 898 - -
HCM Lane V/C Ratio 0.051 - 0.054 - -
HCM Control Delay (s) 7.5 0 9.2 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.2 - 0.2 - -
2340
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 1: Willow Avenue & International Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 93 230 42 447 77 440 440 28 65 611 90 Future Volume (veh/h) 23 93 230 42 447 77 440 440 28 65 611 90 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 1885 1885 1885 1870 1870 1870 1885 1885 1885 1870 1870 1870 Adj Flow Rate, veh/h 25 101 250 46 486 84 478 478 30 71 664 98 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, % 111222111222
Cap, veh/h 65 529 448 87 540 457 353 1654 738 98 2083 647 Arrive On Green 0.04 0.28 0.28 0.05 0.29 0.29 0.03 0.15 0.15 0.06 0.41 0.41 Sat Flow, veh/h 1795 1885 1598 1781 1870 1585 3483 3582 1598 1781 5106 1585 Grp Volume(v), veh/h 25 101 250 46 486 84 478 478 30 71 664 98 Grp Sat Flow(s),veh/h/ln 1795 1885 1598 1781 1870 1585 1742 1791 1598 1781 1702 1585 Q Serve(g_s), s 1.8 5.5 18.0 3.4 33.7 5.4 13.7 16.0 2.2 5.3 11.9 5.3 Cycle Q Clear(g_c), s 1.8 5.5 18.0 3.4 33.7 5.4 13.7 16.0 2.2 5.3 11.9 5.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 65 529 448 87 540 457 353 1654 738 98 2083 647 V/C Ratio(X) 0.39 0.19 0.56 0.53 0.90 0.18 1.35 0.29 0.04 0.72 0.32 0.15 Avail Cap(c_a), veh/h 205 617 523 211 612 519 353 1654 738 194 2083 647 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.87 0.87 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.6 36.9 41.4 62.7 46.2 36.1 65.2 37.6 31.7 62.8 27.2 25.2 Incr Delay (d2), s/veh 1.4 0.4 2.6 1.9 16.3 0.3 174.0 0.4 0.1 3.7 0.4 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 0.9 2.6 7.5 1.6 18.1 2.1 14.9 7.7 0.9 2.4 4.8 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.0 37.3 44.0 64.6 62.5 36.4 239.3 38.0 31.8 66.5 27.6 25.7 LnGrp LOS E D D E E D F D C E C C
Approach Vol, veh/h 376 616 986 833
Approach Delay, s/veh 43.6 59.1 135.4 30.7
Approach LOS D E F C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 60.8 9.5 44.8 12.7 68.0 10.6 43.7 Change Period (Y+Rc), s 6.3 5.7 4.6 5.8 5.3 5.7 4.0 5.8 Max Green Setting (Gmax), s 13.7 39.3 15.4 44.2 14.7 39.3 16.0 44.2 Max Q Clear Time (g_c+I1), s 15.7 13.9 3.8 35.7 7.3 18.0 5.4 20.0 Green Ext Time (p_c), s 0.0 10.3 0.0 3.3 0.0 6.3 0.0 3.3 Intersection Summary
HCM 6th Ctrl Delay 75.4
HCM 6th LOS E
2341
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 2: Willow Avenue & Behymer Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 156 250 99 362 159 137 796 20 55 803 79 Future Volume (veh/h) 72 156 250 99 362 159 137 796 20 55 803 79 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 0.97 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 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 78 170 272 108 393 173 149 865 22 60 873 86 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 22333222111
Cap, veh/h 100 591 501 131 393 173 173 2007 623 95 1796 543 Arrive On Green 0.06 0.32 0.32 0.07 0.32 0.32 0.10 0.39 0.39 0.11 0.70 0.70 Sat Flow, veh/h 1781 1870 1585 1767 1221 538 1781 5106 1585 1795 5147 1557 Grp Volume(v), veh/h 78 170 272 108 0 566 149 865 22 60 873 86 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1767 0 1759 1781 1702 1585 1795 1716 1557 Q Serve(g_s), s 5.8 9.2 19.1 8.1 0.0 43.4 11.1 16.7 1.2 4.3 10.5 2.5 Cycle Q Clear(g_c), s 5.8 9.2 19.1 8.1 0.0 43.4 11.1 16.7 1.2 4.3 10.5 2.5 Prop In Lane 1.00 1.00 1.00 0.31 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 100 591 501 131 0 567 173 2007 623 95 1796 543 V/C Ratio(X) 0.78 0.29 0.54 0.82 0.00 1.00 0.86 0.43 0.04 0.63 0.49 0.16 Avail Cap(c_a), veh/h 182 603 511 202 0 567 194 2007 623 196 1796 543 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 1.00 1.00 1.00 0.00 1.00 0.86 0.86 0.86 0.91 0.91 0.91 Uniform Delay (d), s/veh 62.9 34.7 38.1 61.6 0.0 45.7 60.1 29.9 25.2 59.1 14.8 13.6 Incr Delay (d2), s/veh 4.9 0.3 1.3 8.5 0.0 37.5 23.3 0.6 0.1 2.3 0.9 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/ln2.8 4.3 7.7 4.0 0.0 24.7 6.2 7.0 0.5 2.0 3.3 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.8 35.1 39.4 70.1 0.0 83.2 83.3 30.5 25.3 61.4 15.7 14.2 LnGrp LOS E D D E A F F C C E B B
Approach Vol, veh/h 520 674 1036 1019
Approach Delay, s/veh 42.3 81.1 38.0 18.3
Approach LOS D F D B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s18.4 52.8 13.8 50.0 12.5 58.8 14.6 49.2 Change Period (Y+Rc), s 5.3 5.7 6.2 6.5 5.3 5.7 4.6 6.5 Max Green Setting (Gmax), s 14.7 39.3 13.8 43.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 13.1 12.5 7.8 45.4 6.3 18.7 10.1 21.1 Green Ext Time (p_c), s 0.0 14.7 0.0 0.0 0.0 11.7 0.1 2.4 Intersection Summary
HCM 6th Ctrl Delay 41.4
HCM 6th LOS D
2342
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HCM 6th Signalized Intersection Summary Tract Map 6343 Project 3: Willow Avenue & Shepherd Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 112 407 286 308 611 239 390 916 320 258 1334 211 Future Volume (veh/h) 112 407 286 308 611 239 390 916 320 258 1334 211 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 0.99 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 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 122 442 311 335 664 260 424 996 348 280 1450 229 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 22333333111
Cap, veh/h 189 870 388 381 1091 486 442 1909 592 330 1763 539 Arrive On Green 0.05 0.24 0.24 0.11 0.31 0.31 0.13 0.38 0.38 0.09 0.34 0.34 Sat Flow, veh/h 3456 3554 1585 3428 3526 1571 3428 5066 1571 3483 5147 1575 Grp Volume(v), veh/h 122 442 311 335 664 260 424 996 348 280 1450 229 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1714 1763 1571 1714 1689 1571 1742 1716 1575 Q Serve(g_s), s 5.0 15.6 26.7 14.0 23.2 19.9 17.8 22.1 25.7 11.5 37.4 16.2 Cycle Q Clear(g_c), s 5.0 15.6 26.7 14.0 23.2 19.9 17.8 22.1 25.7 11.5 37.4 16.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 189 870 388 381 1091 486 442 1909 592 330 1763 539 V/C Ratio(X) 0.64 0.51 0.80 0.88 0.61 0.53 0.96 0.52 0.59 0.85 0.82 0.42 Avail Cap(c_a), veh/h 462 1073 479 430 1091 486 442 1909 592 449 1763 539 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 0.09 0.09 0.09 1.00 1.00 1.00 0.83 0.83 0.83 Uniform Delay (d), s/veh 67.1 47.2 51.4 63.5 42.6 41.4 62.8 35.0 36.2 64.6 43.6 36.7 Incr Delay (d2), s/veh 1.4 1.1 11.0 1.8 0.1 0.1 32.1 1.0 4.2 7.1 3.7 2.0 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/ln2.3 7.1 11.8 6.2 10.2 7.8 9.8 9.4 10.6 5.4 16.5 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.5 48.3 62.4 65.2 42.7 41.5 94.9 36.1 40.4 71.7 47.4 38.7 LnGrp LOS E D E E D D F D D E D D
Approach Vol, veh/h 875 1259 1768 1959
Approach Delay, s/veh 56.1 48.4 51.0 49.8
Approach LOS E D D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s25.0 55.4 13.5 51.1 20.0 60.3 22.9 41.7 Change Period (Y+Rc), s 6.3 5.7 5.6 6.2 6.3 5.7 6.8 6.2 Max Green Setting (Gmax), s 18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s 19.8 39.4 7.0 25.2 13.5 27.7 16.0 28.7 Green Ext Time (p_c), s 0.0 0.0 0.1 7.1 0.3 9.5 0.2 6.7 Intersection Summary
HCM 6th Ctrl Delay 50.8
HCM 6th LOS D
2343
AGENDA ITEM NO. 13.

HCM 6th TWSC Tract Map 6343 Project
4: Minnewawa Avenue & International Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 4
Intersection
Int Delay, s/veh 16.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 2 146 0 50 0 437 238 0 0 291 29
Future Vol, veh/h 5 2 146 0 50 0 437 238 0 0 291 29
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, % 3 33222444222
Mvmt Flow 5 2 159 0 54 0 475 259 0 0 316 32
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1568 1541 332 1622 1557 259 348 0 0 259 0 0 Stage 1 332 332 - 1209 1209 -------
Stage 2 1236 1209 - 413 348 -------
Critical Hdwy 7.13 6.53 6.23 7.12 6.52 6.22 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.13 5.53 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.13 5.53 - 6.12 5.52 -------
Follow-up Hdwy 3.527 4.027 3.327 3.518 4.018 3.318 2.236 - - 2.218 - - Pot Cap-1 Maneuver 90 115 707 82 113 780 1200 - - 1306 - - Stage 1 679 643 - 223 256 -------
Stage 2 215 255 - 616 634 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 15 62 707 40 61 780 1200 - - 1306 - - Mov Cap-2 Maneuver 15 62 - 40 61 -------
Stage 1 365 643 - 120 138 -------
Stage 2 70 137 - 476 634 -------
Approach EB WB NB SB
HCM Control Delay, s 38.4 195.2 6.4 0

HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1200 - - 267 61 1306 - -
HCM Lane V/C Ratio 0.396 - - 0.623 0.891 - - -
HCM Control Delay (s) 10 0 - 38.4 195.2 0 - -
HCM Lane LOS A A - E F A - -
HCM 95th %tile Q(veh) 1.9 - - 3.8 4.1 0 - -
2344
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
5: Minnewawa Avenue & Behymer Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 5
Intersection
Intersection Delay, s/veh 442.1
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 128 96 43 511 371 115 269 12 163 589 8 Future Vol, veh/h 3 128 96 43 511 371 115 269 12 163 589 8 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, % 333444444222
Mvmt Flow 3 139 104 47 555 403 125 292 13 177 640 9
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 48.6 642.9 115.6 485.4

HCM LOS E F F F

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 29% 1% 5% 21%
Vol Thru, % 68% 56% 55% 78%
Vol Right, % 3% 42% 40% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 396 227 925 760
LT Vol 115 3 43 163
Through Vol 269 128 511 589
RT Vol 12 96 371 8
Lane Flow Rate 430 247 1005 826
Geometry Grp 1111
Degree of Util (X) 1.042 0.644 2.357 1.991
Departure Headway (Hd) 16.006 17.951 10.906 12.554
Convergence, Y/N Yes Yes Yes Yes
Cap 232 205 342 297
Service Time 14.006 15.951 8.906 10.554
HCM Lane V/C Ratio 1.853 1.205 2.939 2.781
HCM Control Delay 115.6 48.6 642.9 485.4
HCM Lane LOS F E F F
HCM 95th-tile Q 10 3.8 60.8 40.8
2345
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 6: Minnewawa Avenue & Shepherd Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 88 680 364 127 699 140 218 310 84 331 892 123 Future Volume (veh/h) 88 680 364 127 699 140 218 310 84 331 892 123 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 1856 1856 1856 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 96 739 396 138 760 152 237 337 91 360 970 134 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 11333222222
Cap, veh/h 147 935 417 163 504 427 262 619 525 288 647 548 Arrive On Green 0.08 0.26 0.26 0.09 0.27 0.27 0.15 0.33 0.33 0.16 0.35 0.35 Sat Flow, veh/h 1795 3582 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Grp Volume(v), veh/h 96 739 396 138 760 152 237 337 91 360 970 134 Grp Sat Flow(s),veh/h/ln1795 1791 1598 1767 1856 1572 1781 1870 1585 1781 1870 1585 Q Serve(g_s), s 6.7 25.0 31.7 10.0 35.3 10.1 17.0 19.1 5.3 21.0 45.0 7.9 Cycle Q Clear(g_c), s 6.7 25.0 31.7 10.0 35.3 10.1 17.0 19.1 5.3 21.0 45.0 7.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 147 935 417 163 504 427 262 619 525 288 647 548 V/C Ratio(X) 0.65 0.79 0.95 0.84 1.51 0.36 0.91 0.54 0.17 1.25 1.50 0.24 Avail Cap(c_a), veh/h 290 937 418 285 504 427 288 619 525 288 647 548 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) 0.76 0.76 0.76 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.9 44.7 47.2 58.1 47.4 38.2 54.6 35.5 30.8 54.5 42.5 30.4 Incr Delay (d2), s/veh 1.4 3.8 26.6 4.5 239.1 0.8 27.2 3.4 0.7 138.4 232.9 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/ln3.1 11.6 15.6 4.7 49.7 4.0 9.6 9.3 2.2 20.5 62.3 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.3 48.5 73.8 62.6 286.5 39.0 81.8 38.9 31.6 192.9 275.4 31.4 LnGrp LOS E D E E F D F D C F F C
Approach Vol, veh/h 1231 1050 665 1464
Approach Delay, s/veh 57.5 221.2 53.2 232.8
Approach LOS E F D F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s23.1 51.0 14.7 41.3 25.0 49.1 16.0 39.9 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s 19.0 47.0 8.7 37.3 23.0 21.1 12.0 33.7 Green Ext Time (p_c), s 0.1 0.0 0.1 0.0 0.0 2.0 0.1 0.3 Intersection Summary
HCM 6th Ctrl Delay 154.0
HCM 6th LOS F
2346
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
7: Clovis Avenue & Behymer Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 7
Intersection
Intersection Delay, s/veh525.7
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 265 171 211 564 217 118 172 53 164 450 33 Future Vol, veh/h 18 265 171 211 564 217 118 172 53 164 450 33 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, % 3 33444000000
Mvmt Flow 20 288 186 229 613 236 128 187 58 178 489 36
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 208.6 868 118.4 439.3

HCM LOS F F F F

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 34% 4% 21% 25%
Vol Thru, % 50% 58% 57% 70%
Vol Right, % 15% 38% 22% 5%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 343 454 992 647
LT Vol 118 18 211 164
Through Vol 172 265 564 450
RT Vol 53 171 217 33
Lane Flow Rate 373 493 1078 703
Geometry Grp 1111
Degree of Util (X) 0.991 1.284 2.849 1.866
Departure Headway (Hd) 20.887 19 13.14 15.572
Convergence, Y/N Yes Yes Yes Yes
Cap 179 197 291 239
Service Time 18.887 17 11.14 13.572
HCM Lane V/C Ratio 2.084 2.503 3.704 2.941
HCM Control Delay 118.4 208.6 868 439.3
HCM Lane LOS FFFF
HCM 95th-tile Q 7.9 13.5 67.6 30.4
2347
AGENDA ITEM NO. 13.

HCM 6th AWSC Tract Map 6343 Project
8: Clovis Avenue & Baron Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 8
Intersection
Intersection Delay, s/veh30.1
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 51 0 36 87 0 455 84 30 826 0
Future Vol, veh/h 0 0 0 51 0 36 87 0 455 84 30 826 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 0.92 Heavy Vehicles, % 0 000000099000
Mvmt Flow 0 0 0 55 0 39 95 0 495 91 33 898 0
Number of Lanes 0 001011011120
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 3 3
Conflicting Approach Left NB WB
Conflicting Lanes Left 3 0 2
Conflicting Approach Right SB WB
Conflicting Lanes Right 3 2 0
HCM Control Delay 12.5 41.5 23.5

HCM LOS B E C

Lane NBLn1 NBLn2 NBLn3WBLn1WBLn2 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 0% 100% 0% 100% 0% 0%
Vol Thru, % 100% 100% 0% 0% 0% 0% 100% 100%
Vol Right, % 0% 0% 100% 0% 100% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 87 455 84 51 36 30 413 413
LT Vol 0 0 0 51 0 30 0 0
Through Vol 87 455 0 0 0 0 413 413
RT Vol 0 0 84 0 36 0 0 0
Lane Flow Rate 95 495 91 55 39 33 449 449
Geometry Grp 88888888
Degree of Util (X) 0.177 0.945 0.157 0.14 0.085 0.064 0.82 0.606 Departure Headway (Hd) 6.724 6.879 6.173 9.084 7.863 7.078 6.574 4.86 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 531 524 577 397 459 503 548 736
Service Time 4.503 4.658 3.951 6.784 5.563 4.869 4.364 2.649 HCM Lane V/C Ratio 0.179 0.945 0.158 0.139 0.085 0.066 0.819 0.61 HCM Control Delay 11 53.1 10.1 13.3 11.3 10.4 32.9 15
HCM Lane LOS B F BBBBDB
HCM 95th-tile Q 0.6 11.9 0.6 0.5 0.3 0.2 8.2 4.1
2348
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 9: Clovis Avenue & Shepherd Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 82 716 210 317 675 152 117 142 173 119 437 206 Future Volume (veh/h) 82 716 210 317 675 152 117 142 173 119 437 206 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 1856 1856 1856 1870 1870 1870 1796 1796 1796 1826 1826 1826 Adj Flow Rate, veh/h 89 778 228 345 734 165 127 154 188 129 475 224 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, % 3 33222777555
Cap, veh/h 237 842 375 400 1014 452 150 1049 468 588 1367 610 Arrive On Green 0.07 0.24 0.24 0.12 0.29 0.29 0.09 0.31 0.31 0.17 0.39 0.39 Sat Flow, veh/h 3428 3526 1569 3456 3554 1585 1711 3413 1522 3374 3469 1547 Grp Volume(v), veh/h 89 778 228 345 734 165 127 154 188 129 475 224 Grp Sat Flow(s),veh/h/ln1714 1763 1569 1728 1777 1585 1711 1706 1522 1687 1735 1547 Q Serve(g_s), s 3.5 30.2 18.1 13.7 26.0 11.6 10.2 4.6 13.7 4.6 13.5 14.4 Cycle Q Clear(g_c), s 3.5 30.2 18.1 13.7 26.0 11.6 10.2 4.6 13.7 4.6 13.5 14.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 237 842 375 400 1014 452 150 1049 468 588 1367 610 V/C Ratio(X) 0.38 0.92 0.61 0.86 0.72 0.36 0.85 0.15 0.40 0.22 0.35 0.37 Avail Cap(c_a), veh/h 598 856 381 602 1014 452 298 1049 468 588 1367 610 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 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.3 52.0 47.4 60.8 45.0 39.9 62.9 35.2 38.3 49.6 29.8 30.0 Incr Delay (d2), s/veh 0.4 15.6 3.3 5.6 2.8 0.7 4.9 0.3 2.5 0.9 0.7 1.7 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/ln1.5 15.2 7.5 6.3 11.9 4.7 4.7 2.0 5.5 2.0 5.8 5.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.6 67.6 50.8 66.4 47.9 40.6 67.9 35.4 40.8 50.5 30.5 31.8 LnGrp LOS E E D E D D E DDDCC
Approach Vol, veh/h 1095 1244 469 828
Approach Delay, s/veh 63.7 52.0 46.4 33.9
Approach LOS E D D C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s17.9 60.9 15.3 46.0 30.0 48.7 21.8 39.5 Change Period (Y+Rc), s 5.6 5.7 5.6 6.0 5.6 5.7 5.6 6.0 Max Green Setting (Gmax), s 24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s 12.2 16.4 5.5 28.0 6.6 15.7 15.7 32.2 Green Ext Time (p_c), s 0.1 9.0 0.1 3.4 0.2 3.0 0.5 1.3 Intersection Summary
HCM 6th Ctrl Delay 50.7
HCM 6th LOS D
2349
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 10: Clovis Avenue & Teague Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 10
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 81 234 283 405 833 289
Future Volume (veh/h) 81 234 283 405 833 289
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 1885 1885 1870 1870 1870 1870
Adj Flow Rate, veh/h 88 254 308 440 905 314
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 1 12222
Cap, veh/h 329 293 272 2477 1766 788
Arrive On Green 0.18 0.18 0.15 0.70 0.50 0.50
Sat Flow, veh/h 1795 1598 1781 3647 3647 1585
Grp Volume(v), veh/h 88 254 308 440 905 314
Grp Sat Flow(s),veh/h/ln1795 1598 1781 1777 1777 1585
Q Serve(g_s), s 3.6 13.1 13.0 3.6 14.6 10.6
Cycle Q Clear(g_c), s 3.6 13.1 13.0 3.6 14.6 10.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 329 293 272 2477 1766 788
V/C Ratio(X) 0.27 0.87 1.13 0.18 0.51 0.40
Avail Cap(c_a), veh/h 530 472 272 2477 1766 788
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 0.82 0.82
Uniform Delay (d), s/veh 29.8 33.7 36.0 4.5 14.4 13.4
Incr Delay (d2), s/veh 0.2 5.6 94.4 0.2 0.9 1.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.5 5.4 12.6 1.1 5.7 3.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.0 39.3 130.4 4.6 15.3 14.7
LnGrp LOS C D F A B B
Approach Vol, veh/h 342 748 1219
Approach Delay, s/veh 36.9 56.4 15.1
Approach LOS D E B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s17.0 47.5 64.5 20.5
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s 13.0 32.7 49.7 25.1
Max Q Clear Time (g_c+I1), s 15.0 16.6 5.6 15.1
Green Ext Time (p_c), s 0.0 8.4 4.1 0.4
Intersection Summary
HCM 6th Ctrl Delay 31.7
HCM 6th LOS C
2350
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 11: Clovis Avenue & Nees Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 61 400 358 69 471 233 161 426 21 115 732 108 Future Volume (veh/h) 61 400 358 69 471 233 161 426 21 115 732 108 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 66 435 389 75 512 253 175 463 23 125 796 117 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 22111333222
Cap, veh/h 100 487 412 103 493 417 198 1677 730 148 1586 690 Arrive On Green 0.06 0.26 0.26 0.06 0.26 0.26 0.11 0.48 0.48 0.08 0.45 0.45 Sat Flow, veh/h 1781 1870 1585 1795 1885 1596 1767 3526 1535 1781 3554 1546 Grp Volume(v), veh/h 66 435 389 75 512 253 175 463 23 125 796 117 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1795 1885 1596 1767 1763 1535 1781 1777 1546 Q Serve(g_s), s 5.4 33.6 36.1 6.2 39.2 20.9 14.6 11.9 1.2 10.4 24.0 6.8 Cycle Q Clear(g_c), s 5.4 33.6 36.1 6.2 39.2 20.9 14.6 11.9 1.2 10.4 24.0 6.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 100 487 412 103 493 417 198 1677 730 148 1586 690 V/C Ratio(X) 0.66 0.89 0.94 0.73 1.04 0.61 0.88 0.28 0.03 0.85 0.50 0.17 Avail Cap(c_a), veh/h 368 495 420 311 493 417 365 1677 730 309 1586 690 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 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.4 53.5 54.4 69.5 55.4 48.6 65.6 23.7 20.9 67.8 29.6 24.9 Incr Delay (d2), s/veh 2.7 18.7 30.1 3.6 51.0 3.0 4.6 0.4 0.1 5.0 1.1 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/ln2.6 18.4 17.8 3.0 25.6 8.7 6.9 5.1 0.5 5.0 10.6 2.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.1 72.2 84.5 73.2 106.4 51.7 70.3 24.1 21.0 72.9 30.8 25.4 LnGrp LOS E E F E F D E C C E C C
Approach Vol, veh/h 890 840 661 1038
Approach Delay, s/veh 77.6 87.0 36.2 35.2
Approach LOS E F D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s20.8 72.2 12.4 44.5 16.4 76.6 12.6 44.3 Change Period (Y+Rc), s 4.0 5.3 4.0 5.3 4.0 5.3 4.0 5.3 Max Green Setting (Gmax), s 31.0 34.7 31.0 34.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s 16.6 26.0 7.4 41.2 12.4 13.9 8.2 38.1 Green Ext Time (p_c), s 0.2 4.9 0.1 0.0 0.1 4.9 0.1 0.9 Intersection Summary
HCM 6th Ctrl Delay 59.1
HCM 6th LOS E
2351
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 12: Clovis Avenue & Alluvial Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 292 193 46 419 109 279 484 91 162 1050 57 Future Volume (veh/h) 14 292 193 46 419 109 279 484 91 162 1050 57 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 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 1826 1826 1826 1870 1870 1870 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 15 317 210 50 455 118 303 526 99 176 1141 62 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, % 5 55222333111
Cap, veh/h 56 429 363 117 502 426 297 1273 238 202 1296 70 Arrive On Green 0.03 0.24 0.24 0.07 0.27 0.27 0.17 0.43 0.43 0.11 0.38 0.38 Sat Flow, veh/h 1739 1826 1545 1781 1870 1585 1767 2952 553 1795 3450 187 Grp Volume(v), veh/h 15 317 210 50 455 118 303 313 312 176 592 611 Grp Sat Flow(s),veh/h/ln1739 1826 1545 1781 1870 1585 1767 1763 1742 1795 1791 1846 Q Serve(g_s), s 1.1 20.1 15.0 3.4 29.4 7.4 21.0 15.4 15.5 12.1 38.5 38.6 Cycle Q Clear(g_c), s 1.1 20.1 15.0 3.4 29.4 7.4 21.0 15.4 15.5 12.1 38.5 38.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.32 1.00 0.10
Lane Grp Cap(c), veh/h 56 429 363 117 502 426 297 760 751 202 673 694 V/C Ratio(X) 0.27 0.74 0.58 0.43 0.91 0.28 1.02 0.41 0.42 0.87 0.88 0.88 Avail Cap(c_a), veh/h 153 574 486 157 588 498 297 760 751 230 673 694 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 59.0 44.2 42.3 56.1 44.2 36.1 52.0 24.6 24.6 54.6 36.4 36.4 Incr Delay (d2), s/veh 0.9 2.7 1.0 0.9 16.3 0.4 57.6 1.6 1.7 18.6 11.6 11.4 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/ln0.5 9.4 5.8 1.5 15.8 2.9 14.0 6.8 6.8 6.5 18.8 19.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 47.0 43.3 57.0 60.4 36.5 109.6 26.2 26.3 73.2 48.0 47.8 LnGrp LOS E D D E E D F C C E D D
Approach Vol, veh/h 542 623 928 1379
Approach Delay, s/veh 45.9 55.6 53.5 51.1
Approach LOS D E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s25.0 52.7 8.1 39.3 18.1 59.6 12.2 35.1 Change Period (Y+Rc), s 4.0 5.7 4.0 5.7 4.0 5.7 4.0 5.7 Max Green Setting (Gmax), s 21.0 34.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s 23.0 40.6 3.1 31.4 14.1 17.5 5.4 22.1 Green Ext Time (p_c), s 0.0 0.0 0.0 2.2 0.0 4.4 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 51.7
HCM 6th LOS D
2352
AGENDA ITEM NO. 13.

HCM 6th Signalized Intersection Summary Tract Map 6343 Project 13: SR-168 WB Ramps & Herndon Avenue Cumulative Year (2046) NP - AM Pk Hour LSA Synchro 11 Report
03/14/2023 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1234 899 0 1698 859 0 0 0 78 0 787 Future Volume (veh/h) 0 1234 899 0 1698 859 0 0 0 78 0 787 Initial Q (Qb), veh 0 00000 000
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 0 1870 1870 0 1870 1870 1885 0 1885 Adj Flow Rate, veh/h 0 1313 956 0 1724 0 83 0 837
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 22022 101
Cap, veh/h 0 3959 975 0 3452 962 0 776
Arrive On Green 0.00 0.62 0.62 0.00 1.00 0.00 0.28 0.00 0.28 Sat Flow, veh/h 0 6696 1585 0 5611 3170 3483 0 2812
Grp Volume(v), veh/h 0 1313 956 0 1724 0 83 0 837
Grp Sat Flow(s),veh/h/ln 0 1609 1585 0 1870 1585 1742 0 1406 Q Serve(g_s), s 0.0 12.8 76.0 0.0 0.0 0.0 2.3 0.0 35.9
Cycle Q Clear(g_c), s 0.0 12.8 76.0 0.0 0.0 0.0 2.3 0.0 35.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 3959 975 0 3452 962 0 776
V/C Ratio(X) 0.00 0.33 0.98 0.00 0.50 0.09 0.00 1.08
Avail Cap(c_a), veh/h 0 3959 975 0 3453 962 0 776
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 0.88 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 12.1 24.2 0.0 0.0 0.0 34.9 0.0 47.0 Incr Delay (d2), s/veh 0.0 0.2 24.4 0.0 0.5 0.0 0.1 0.0 55.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 4.6 33.2 0.0 0.1 0.0 1.0 0.0 18.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 12.3 48.7 0.0 0.5 0.0 35.0 0.0 102.4 LnGrp LOS A B D A A C A F
Approach Vol, veh/h 2269 1724 920
Approach Delay, s/veh 27.6 0.5 96.3
Approach LOS C A F
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 86.8 43.2 86.8
Change Period (Y+Rc), s 6.8 7.3 6.8
Max Green Setting (Gmax), s 80.0 35.9 80.0
Max Q Clear Time (g_c+I1), s 78.0 37.9 2.0
Green Ext Time (p_c), s 2.0 0.0 63.7
Intersection Summary
HCM 6th Ctrl Delay 31.0
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Clovis City CouncilMay 20, 2024

Clovis City Council
May 20, 2024