Cities Index.
Agenda packet

Clovis City Council
March 18, 2024

Document
Agenda packet
Meeting
March 18, 2024
Body
Clovis City Council
Pages
132,195
Original file
331.7 MB
Text extracted from the city's file for reading and search. Open the original on mccmeetings.blob.core.usgovcloudapi.net. That file is the official record.

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
2147
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Behymer Boulevard
B/ Willow Avenue - Minnewawa Avenue
24 Hour Directional Volume Count
CVS001
Site Code: 003-22602
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 22-Jun-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 35 0 26
12:15 0 28 2 14
12:30 2 36 1 14
12:45 2 22 4 121 1 17 4 71 8 192
01:00 0 22 2 20
01:15 0 22 2 27
01:30 0 25 0 27
01:45 0 15 0 84 1 18 5 92 5 176
02:00 2 18 0 26
02:15 1 14 1 12
02:30 1 25 1 13
02:45 3 17 7 74 0 29 2 80 9 154
03:00 0 26 1 13
03:15 1 19 0 18
03:30 1 17 1 15
03:45 3 20 5 82 2 24 4 70 9 152
04:00 0 22 1 23
04:15 0 18 0 21
04:30 1 24 1 24
04:45 2 18 3 82 2 28 4 96 7 178
05:00 3 18 1 32
05:15 3 29 4 32
05:30 1 38 4 36
05:45 6 22 13 107 9 44 18 144 31 251
06:00 7 27 14 25
06:15 10 23 8 27
06:30 5 14 7 20
06:45 16 20 38 84 17 21 46 93 84 177
07:00 10 17 11 17
07:15 15 17 17 10
07:30 18 13 28 15
07:45 32 21 75 68 43 8 99 50 174 118
08:00 33 11 27 9
08:15 21 16 30 20
08:30 13 14 28 10
08:45 27 14 94 55 33 13 118 52 212 107
09:00 17 16 26 11
09:15 19 19 23 17
09:30 23 15 14 7
09:45 19 6 78 56 23 14 86 49 164 105
10:00 28 4 20 8
10:15 17 15 24 9
10:30 22 10 18 8
10:45 32 4 99 33 19 3 81 28 180 61
11:00 21 4 18 5
11:15 27 11 30 4
11:30 19 8 22 0
11:45 16 4 83 27 30 3 100 12 183 39
Total 499 873 499 873 567 837 567 837 1066 1710
Combined
Total 1372 1372 1404 1404 2776
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 104 - - - 128 - - - - -
P.H.F. 0.788 0.744
PM Peak - - 12:00 - - - 05:00 - - - -
Vol. - - 121 - - - 144 - - - -
P.H.F. 0.840 0.818
Percentag
e

36.4% 63.6% 40.4% 59.6%
ADT/AADT ADT 2,776 AADT 2,776
2148
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Behymer Boulevard
B/ Minnewawa Avenue - Sunnyside Avenue
24 Hour Directional Volume Count
CVS002
Site Code: 003-22602
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 22-Jun-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 38 2 46
12:15 1 59 4 36
12:30 3 50 1 25
12:45 3 29 10 176 1 32 8 139 18 315
01:00 1 28 3 38
01:15 3 29 3 34
01:30 2 29 2 39
01:45 0 27 6 113 1 26 9 137 15 250
02:00 5 23 0 33
02:15 5 29 1 18
02:30 2 37 2 22
02:45 4 37 16 126 0 31 3 104 19 230
03:00 1 40 0 24
03:15 1 36 2 37
03:30 0 41 0 29
03:45 2 40 4 157 1 33 3 123 7 280
04:00 1 41 4 32
04:15 0 38 1 36
04:30 1 38 3 40
04:45 3 35 5 152 4 45 12 153 17 305
05:00 1 36 3 46
05:15 6 49 6 59
05:30 8 61 12 42
05:45 8 34 23 180 22 58 43 205 66 385
06:00 12 45 19 29
06:15 13 43 21 47
06:30 19 31 30 34
06:45 23 30 67 149 35 30 105 140 172 289
07:00 29 28 24 18
07:15 16 20 29 24
07:30 29 27 56 24
07:45 41 26 115 101 86 19 195 85 310 186
08:00 43 19 59 16
08:15 44 20 65 28
08:30 29 20 57 22
08:45 40 33 156 92 73 20 254 86 410 178
09:00 25 24 46 20
09:15 32 24 35 13
09:30 25 24 38 9
09:45 23 11 105 83 43 10 162 52 267 135
10:00 35 7 36 10
10:15 25 11 40 6
10:30 29 11 26 8
10:45 40 4 129 33 40 7 142 31 271 64
11:00 35 6 24 10
11:15 26 10 43 1
11:30 31 6 33 2
11:45 27 7 119 29 45 7 145 20 264 49
Total 755 1391 755 1391 1081 1275 1081 1275 1836 2666
Combined
Total 2146 2146 2356 2356 4502
AM Peak - 07:30 - - - 07:45 - - - - -
Vol. - 157 - - - 267 - - - - -
P.H.F. 0.892 0.776
PM Peak - - 05:15 - - - 05:00 - - - -
Vol. - - 189 - - - 205 - - - -
P.H.F. 0.775 0.869
Percentag
e

35.2% 64.8% 45.9% 54.1%
ADT/AADT ADT 4,502 AADT 4,502
2149
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Behymer Boulevard
B/ Sunnyside Avenue - Fowler Avenue
24 Hour Directional Volume Count
CVS003
Site Code: 003-22602
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Start 22-Jun-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 3 31 3 47
12:15 2 58 4 29
12:30 2 51 0 29
12:45 2 27 9 167 1 28 8 133 17 300
01:00 1 23 6 41
01:15 3 28 3 28
01:30 2 30 1 37
01:45 0 24 6 105 1 23 11 129 17 234
02:00 5 22 0 32
02:15 6 30 1 12
02:30 1 38 2 29
02:45 4 33 16 123 0 23 3 96 19 219
03:00 1 39 0 24
03:15 1 32 2 42
03:30 1 41 0 22
03:45 1 35 4 147 3 38 5 126 9 273
04:00 0 44 3 34
04:15 1 32 1 35
04:30 2 36 5 35
04:45 1 34 4 146 2 48 11 152 15 298
05:00 1 33 3 48
05:15 7 47 10 55
05:30 10 59 11 38
05:45 8 39 26 178 20 55 44 196 70 374
06:00 14 42 26 31
06:15 10 35 17 45
06:30 22 29 28 39
06:45 23 38 69 144 33 28 104 143 173 287
07:00 26 24 15 13
07:15 18 19 35 30
07:30 25 26 66 16
07:45 38 23 107 92 75 25 191 84 298 176
08:00 43 18 56 18
08:15 42 22 56 25
08:30 25 21 48 17
08:45 37 27 147 88 67 22 227 82 374 170
09:00 25 22 39 23
09:15 30 24 32 12
09:30 23 21 29 8
09:45 26 11 104 78 44 11 144 54 248 132
10:00 26 10 32 7
10:15 20 12 42 8
10:30 30 7 25 6
10:45 25 4 101 33 38 11 137 32 238 65
11:00 30 6 21 6
11:15 25 11 38 0
11:30 31 5 36 4
11:45 27 7 113 29 43 7 138 17 251 46
Total 706 1330 706 1330 1023 1244 1023 1244 1729 2574
Combined
Total 2036 2036 2267 2267 4303
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 148 - - - 253 - - - - -
P.H.F. 0.860 0.843
PM Peak - - 05:15 - - - 05:00 - - - -
Vol. - - 187 - - - 196 - - - -
P.H.F. 0.792 0.891
Percentag
e

34.7% 65.3% 45.1% 54.9%
ADT/AADT ADT 4,303 AADT 4,303
2150
AGENDA ITEM NO. 6.

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
2151
AGENDA ITEM NO. 6.

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
2152
AGENDA ITEM NO. 6.

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
2153
AGENDA ITEM NO. 6.

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
2154
AGENDA ITEM NO. 6.

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
2155
AGENDA ITEM NO. 6.

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
2156
AGENDA ITEM NO. 6.

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
2157
AGENDA ITEM NO. 6.

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
2158
AGENDA ITEM NO. 6.

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
2159
AGENDA ITEM NO. 6.

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
2160
AGENDA ITEM NO. 6.

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
2161
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Sunnyside Avenue
B/ Project Driveway - Shepherd Avenue
24 Hour Directional Volume Count
CVS018
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 1 10 0 5
12:15 0 2 0 4
12:30 0 4 0 5
12:45 0 5 1 21 0 5 0 19 1 40
01:00 0 9 0 3
01:15 2 7 0 2
01:30 0 8 0 8
01:45 0 6 2 30 0 3 0 16 2 46
02:00 0 7 0 8
02:15 0 6 0 2
02:30 0 5 0 8
02:45 0 5 0 23 0 4 0 22 0 45
03:00 0 12 0 7
03:15 0 7 0 4
03:30 0 9 0 7
03:45 0 6 0 34 0 13 0 31 0 65
04:00 0 6 2 9
04:15 0 5 0 6
04:30 0 9 1 10
04:45 0 4 0 24 1 5 4 30 4 54
05:00 1 8 0 7
05:15 0 10 1 7
05:30 0 4 1 7
05:45 1 10 2 32 0 3 2 24 4 56
06:00 2 8 0 3
06:15 1 2 4 4
06:30 1 3 2 0
06:45 3 2 7 15 2 3 8 10 15 25
07:00 2 4 3 6
07:15 7 5 2 2
07:30 3 8 8 3
07:45 4 3 16 20 2 5 15 16 31 36
08:00 6 2 10 1
08:15 11 4 9 2
08:30 6 4 3 0
08:45 7 3 30 13 6 3 28 6 58 19
09:00 7 1 7 1
09:15 5 1 3 1
09:30 5 4 2 2
09:45 10 1 27 7 7 1 19 5 46 12
10:00 5 1 8 2
10:15 6 2 10 0
10:30 5 1 6 1
10:45 4 1 20 5 9 0 33 3 53 8
11:00 6 0 2 1
11:15 4 1 8 0
11:30 7 0 5 0
11:45 5 0 22 1 9 0 24 1 46 2
Total 127 225 127 225 133 183 133 183 260 408
Combined
Total 352 352 316 316 668
AM Peak - 08:15 - - - 10:00 - - - - -
Vol. - 31 - - - 33 - - - - -
P.H.F. 0.705 0.825
PM Peak - - 03:00 - - - 03:45 - - - -
Vol. - - 34 - - - 38 - - - -
P.H.F. 0.708 0.731
Percentag
e

36.1% 63.9% 42.1% 57.9%
ADT/AADT ADT 668 AADT 668
2162
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Sunnyside Avenue
B/ Shepherd Avenue - Teague Avenue
24 Hour Directional Volume Count
CVS019
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 5 25 1 23
12:15 1 13 1 24
12:30 1 24 0 27
12:45 1 15 8 77 0 29 2 103 10 180
01:00 0 19 0 19
01:15 0 22 0 19
01:30 1 18 0 21
01:45 0 20 1 79 0 25 0 84 1 163
02:00 1 27 0 27
02:15 0 22 0 29
02:30 1 29 0 25
02:45 0 18 2 96 0 27 0 108 2 204
03:00 0 26 0 16
03:15 0 28 1 30
03:30 0 35 1 23
03:45 0 31 0 120 0 18 2 87 2 207
04:00 0 23 3 21
04:15 0 30 0 22
04:30 0 26 3 22
04:45 2 36 2 115 3 29 9 94 11 209
05:00 1 35 2 26
05:15 2 28 4 30
05:30 7 23 11 26
05:45 3 23 13 109 9 25 26 107 39 216
06:00 8 26 8 19
06:15 7 18 9 23
06:30 15 12 15 20
06:45 13 17 43 73 19 23 51 85 94 158
07:00 11 24 16 14
07:15 15 21 25 12
07:30 20 14 29 14
07:45 17 17 63 76 40 21 110 61 173 137
08:00 31 13 46 13
08:15 18 16 32 11
08:30 19 14 23 10
08:45 25 9 93 52 24 17 125 51 218 103
09:00 23 8 23 10
09:15 13 7 25 8
09:30 20 4 17 8
09:45 22 7 78 26 18 6 83 32 161 58
10:00 12 4 20 3
10:15 19 7 29 4
10:30 19 6 17 3
10:45 26 3 76 20 28 0 94 10 170 30
11:00 19 2 19 4
11:15 15 5 20 3
11:30 18 2 16 0
11:45 26 2 78 11 23 2 78 9 156 20
Total 457 854 457 854 580 831 580 831 1037 1685
Combined
Total 1311 1311 1411 1411 2722
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 93 - - - 147 - - - - -
P.H.F. 0.750 0.799
PM Peak - - 04:15 - - - 04:45 - - - -
Vol. - - 127 - - - 111 - - - -
P.H.F. 0.882 0.925
Percentag
e

34.9% 65.1% 41.1% 58.9%
ADT/AADT ADT 2,722 AADT 2,722
2163
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Sunnyside Avenue
B/ Teague Avenue - Nees Avenue
24 Hour Directional Volume Count
CVS020
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 4 20 1 24
12:15 1 19 1 22
12:30 1 19 0 30
12:45 2 22 8 80 0 28 2 104 10 184
01:00 0 19 0 27
01:15 0 25 0 18
01:30 1 14 0 23
01:45 0 21 1 79 0 26 0 94 1 173
02:00 1 27 0 28
02:15 0 18 0 28
02:30 1 26 0 23
02:45 0 24 2 95 0 30 0 109 2 204
03:00 0 37 0 17
03:15 0 35 1 32
03:30 0 38 0 25
03:45 0 32 0 142 1 24 2 98 2 240
04:00 0 26 3 24
04:15 0 26 0 28
04:30 0 30 3 16
04:45 2 30 2 112 2 32 8 100 10 212
05:00 1 47 4 26
05:15 2 23 3 39
05:30 7 27 7 26
05:45 7 26 17 123 11 26 25 117 42 240
06:00 7 24 5 24
06:15 10 19 14 23
06:30 22 15 14 17
06:45 16 16 55 74 23 26 56 90 111 164
07:00 10 25 21 12
07:15 25 19 28 14
07:30 12 12 41 16
07:45 16 27 63 83 37 17 127 59 190 142
08:00 28 18 51 21
08:15 22 18 31 10
08:30 19 16 29 10
08:45 18 10 87 62 34 18 145 59 232 121
09:00 22 9 25 10
09:15 8 13 16 8
09:30 20 4 15 7
09:45 25 9 75 35 21 7 77 32 152 67
10:00 11 8 18 6
10:15 17 8 24 2
10:30 11 8 22 4
10:45 22 4 61 28 28 0 92 12 153 40
11:00 20 3 28 4
11:15 19 2 19 3
11:30 17 1 22 0
11:45 23 4 79 10 29 2 98 9 177 19
Total 450 923 450 923 632 883 632 883 1082 1806
Combined
Total 1373 1373 1515 1515 2888
AM Peak - 08:00 - - - 07:30 - - - - -
Vol. - 87 - - - 160 - - - - -
P.H.F. 0.777 0.784
PM Peak - - 03:00 - - - 04:45 - - - -
Vol. - - 142 - - - 123 - - - -
P.H.F. 0.934 0.788
Percentag
e

32.8% 67.2% 41.7% 58.3%
ADT/AADT ADT 2,888 AADT 2,888
2164
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Fowler Avenue
B/ Behymer Avenue - Ticonderoga
24 Hour Directional Volume Count
CVS021
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 4 38 4 40
12:15 3 38 3 46
12:30 3 34 1 33
12:45 7 40 17 150 1 27 9 146 26 296
01:00 2 35 2 38
01:15 1 25 3 41
01:30 5 34 0 35
01:45 1 37 9 131 1 34 6 148 15 279
02:00 1 35 2 46
02:15 3 73 2 31
02:30 1 75 6 52
02:45 1 47 6 230 3 127 13 256 19 486
03:00 1 48 3 114
03:15 1 55 3 55
03:30 0 35 1 46
03:45 3 65 5 203 1 58 8 273 13 476
04:00 0 64 3 67
04:15 2 48 7 68
04:30 3 65 5 46
04:45 5 63 10 240 10 55 25 236 35 476
05:00 8 64 6 55
05:15 9 68 7 50
05:30 13 50 11 53
05:45 18 57 48 239 18 44 42 202 90 441
06:00 13 39 22 56
06:15 24 46 15 42
06:30 44 44 28 45
06:45 50 57 131 186 42 42 107 185 238 371
07:00 68 42 47 30
07:15 109 41 57 29
07:30 167 27 61 29
07:45 131 29 475 139 101 37 266 125 741 264
08:00 77 31 88 33
08:15 46 25 67 27
08:30 58 27 38 29
08:45 34 19 215 102 38 22 231 111 446 213
09:00 35 22 33 26
09:15 31 20 38 22
09:30 32 19 33 18
09:45 35 19 133 80 26 12 130 78 263 158
10:00 31 19 39 7
10:15 31 20 34 12
10:30 43 10 38 14
10:45 30 10 135 59 34 11 145 44 280 103
11:00 30 2 43 8
11:15 50 7 47 5
11:30 34 6 34 8
11:45 46 3 160 18 30 3 154 24 314 42
Total 1344 1777 1344 1777 1136 1828 1136 1828 2480 3605 Combined
Total 3121 3121 2964 2964 6085
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 484 - - - 317 - - - - -
P.H.F. 0.725 0.785
PM Peak - - 04:30 - - - 02:30 - - - -
Vol. - - 260 - - - 348 - - - -
P.H.F. 0.867 0.685
Percentag
e

43.1% 56.9% 38.3% 61.7%
ADT/AADT ADT 6,085 AADT 6,085
2165
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Fowler Avenue
B/ Ticonderoga - Shepherd Avenue
24 Hour Directional Volume Count
CVS022
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 4 36 4 43
12:15 3 37 3 46
12:30 3 35 1 32
12:45 7 40 17 148 1 27 9 148 26 296
01:00 2 34 2 38
01:15 0 24 3 41
01:30 5 33 0 36
01:45 1 36 8 127 1 34 6 149 14 276
02:00 1 36 2 45
02:15 3 72 2 31
02:30 1 72 6 50
02:45 1 45 6 225 3 125 13 251 19 476
03:00 1 45 3 115
03:15 1 56 3 54
03:30 0 34 0 46
03:45 3 65 5 200 1 59 7 274 12 474
04:00 1 66 3 69
04:15 2 52 7 68
04:30 3 65 5 48
04:45 5 63 11 246 10 55 25 240 36 486
05:00 8 62 6 58
05:15 9 67 7 51
05:30 13 50 10 52
05:45 19 58 49 237 18 45 41 206 90 443
06:00 15 39 23 57
06:15 24 46 15 42
06:30 43 41 28 46
06:45 50 57 132 183 41 43 107 188 239 371
07:00 68 42 50 29
07:15 112 40 57 30
07:30 168 27 59 28
07:45 127 30 475 139 102 37 268 124 743 263
08:00 78 30 89 33
08:15 46 25 64 28
08:30 58 26 38 29
08:45 34 21 216 102 40 23 231 113 447 215
09:00 34 22 34 26
09:15 31 20 39 21
09:30 31 19 33 18
09:45 34 20 130 81 25 12 131 77 261 158
10:00 31 18 38 7
10:15 30 20 34 13
10:30 43 10 36 14
10:45 30 10 134 58 35 11 143 45 277 103
11:00 31 2 42 8
11:15 50 6 48 5
11:30 32 6 35 8
11:45 47 3 160 17 32 3 157 24 317 41
Total 1343 1763 1343 1763 1138 1839 1138 1839 2481 3602 Combined
Total 3106 3106 2977 2977 6083
AM Peak - 07:15 - - - 07:30 - - - - -
Vol. - 485 - - - 314 - - - - -
P.H.F. 0.722 0.770
PM Peak - - 04:30 - - - 02:30 - - - -
Vol. - - 257 - - - 344 - - - -
P.H.F. 0.959 0.688
Percentag
e

43.2% 56.8% 38.2% 61.8%
ADT/AADT ADT 6,083 AADT 6,083
2166
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Fowler Avenue
B/ Shepherd Avenue - Teague Avenue
24 Hour Directional Volume Count
CVS023
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 49 3 38
12:15 4 56 3 46
12:30 2 49 3 65
12:45 4 49 18 203 0 49 9 198 27 401
01:00 3 45 2 41
01:15 3 34 4 37
01:30 2 50 2 51
01:45 0 59 8 188 2 48 10 177 18 365
02:00 0 46 1 55
02:15 1 51 0 57
02:30 1 54 4 69
02:45 1 60 3 211 1 83 6 264 9 475
03:00 0 70 0 80
03:15 1 94 1 76
03:30 0 70 2 54
03:45 1 73 2 307 4 56 7 266 9 573
04:00 1 74 2 83
04:15 1 86 5 63
04:30 0 61 7 72
04:45 11 80 13 301 13 56 27 274 40 575
05:00 6 88 12 66
05:15 5 70 13 67
05:30 11 85 11 67
05:45 27 59 49 302 17 50 53 250 102 552
06:00 26 59 28 63
06:15 39 76 32 63
06:30 22 64 28 53
06:45 42 63 129 262 34 45 122 224 251 486
07:00 29 64 45 38
07:15 31 45 67 46
07:30 38 37 67 50
07:45 46 47 144 193 60 41 239 175 383 368
08:00 57 41 61 32
08:15 52 35 76 33
08:30 42 37 57 34
08:45 37 34 188 147 50 29 244 128 432 275
09:00 34 38 36 28
09:15 27 29 51 23
09:30 30 27 37 17
09:45 37 24 128 118 29 7 153 75 281 193
10:00 41 23 39 14
10:15 35 15 49 11
10:30 40 11 51 7
10:45 41 15 157 64 40 7 179 39 336 103
11:00 41 8 51 5
11:15 55 6 54 4
11:30 50 5 51 5
11:45 62 7 208 26 50 2 206 16 414 42
Total 1047 2322 1047 2322 1255 2086 1255 2086 2302 4408 Combined
Total 3369 3369 3341 3341 6710
AM Peak - 11:00 - - - 07:30 - - - - -
Vol. - 208 - - - 264 - - - - -
P.H.F. 0.839 0.868
PM Peak - - 04:45 - - - 02:30 - - - -
Vol. - - 323 - - - 308 - - - -
P.H.F. 0.918 0.928
Percentag
e

31.1% 68.9% 37.6% 62.4%
ADT/AADT ADT 6,710 AADT 6,710
2167
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Fowler Avenue
B/ Teague Avenue - Nees Avenue
24 Hour Directional Volume Count
CVS024
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 7 53 3 48
12:15 4 57 3 44
12:30 1 52 3 62
12:45 5 48 17 210 0 46 9 200 26 410
01:00 3 46 1 45
01:15 3 32 4 37
01:30 2 49 2 50
01:45 0 59 8 186 2 47 9 179 17 365
02:00 0 47 1 57
02:15 1 54 0 55
02:30 1 56 4 68
02:45 1 58 3 215 1 78 6 258 9 473
03:00 0 64 1 70
03:15 0 74 1 81
03:30 0 71 2 54
03:45 1 69 1 278 4 60 8 265 9 543
04:00 1 75 2 84
04:15 1 88 5 59
04:30 0 58 6 68
04:45 10 83 12 304 15 56 28 267 40 571
05:00 4 89 12 62
05:15 5 71 16 66
05:30 10 85 14 66
05:45 28 57 47 302 16 46 58 240 105 542
06:00 27 56 28 64
06:15 39 77 33 60
06:30 21 66 30 52
06:45 41 61 128 260 35 47 126 223 254 483
07:00 33 61 48 34
07:15 31 46 69 41
07:30 38 34 66 47
07:45 44 47 146 188 53 41 236 163 382 351
08:00 46 37 64 35
08:15 41 31 75 32
08:30 41 40 58 30
08:45 35 35 163 143 51 27 248 124 411 267
09:00 35 34 36 27
09:15 28 30 53 26
09:30 28 23 40 17
09:45 39 24 130 111 31 6 160 76 290 187
10:00 40 22 40 14
10:15 36 16 49 9
10:30 41 10 51 7
10:45 41 15 158 63 45 7 185 37 343 100
11:00 45 8 53 4
11:15 54 6 52 4
11:30 54 5 50 5
11:45 52 7 205 26 52 2 207 15 412 41
Total 1018 2286 1018 2286 1280 2047 1280 2047 2298 4333 Combined
Total 3304 3304 3327 3327 6631
AM Peak - 11:00 - - - 07:30 - - - - -
Vol. - 205 - - - 258 - - - - -
P.H.F. 0.949 0.860
PM Peak - - 04:45 - - - 02:30 - - - -
Vol. - - 328 - - - 297 - - - -
P.H.F. 0.921 0.917
Percentag
e

30.8% 69.2% 38.5% 61.5%
ADT/AADT ADT 6,631 AADT 6,631
2168
AGENDA ITEM NO. 6.

Page 1 ends

City of Clovis
Fowler Avenue
B/ Nees Avenue - State Route 168 Westbound
24 Hour Directional Volume Count
CVS025
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 19 211 10 112
12:15 16 189 6 130
12:30 4 177 5 125
12:45 11 218 50 795 2 115 23 482 73 1277
01:00 8 153 6 98
01:15 4 189 5 103
01:30 5 179 1 110
01:45 1 171 18 692 3 110 15 421 33 1113
02:00 7 196 1 99
02:15 7 217 2 127
02:30 6 220 5 138
02:45 6 245 26 878 6 95 14 459 40 1337
03:00 5 246 1 128
03:15 2 253 1 189
03:30 5 243 2 156
03:45 11 250 23 992 12 133 16 606 39 1598
04:00 9 287 6 150
04:15 10 292 7 157
04:30 9 258 13 145
04:45 27 290 55 1127 29 124 55 576 110 1703
05:00 31 312 19 140
05:15 31 290 25 137
05:30 61 275 20 131
05:45 89 230 212 1107 39 153 103 561 315 1668
06:00 100 259 52 128
06:15 101 194 52 121
06:30 122 172 47 116
06:45 166 159 489 784 47 115 198 480 687 1264
07:00 170 173 97 111
07:15 211 161 112 99
07:30 238 171 98 109
07:45 243 177 862 682 108 89 415 408 1277 1090
08:00 238 167 113 71
08:15 184 129 130 73
08:30 161 144 110 70
08:45 157 112 740 552 113 66 466 280 1206 832
09:00 127 98 104 57
09:15 136 103 96 40
09:30 141 114 90 45
09:45 145 103 549 418 91 30 381 172 930 590
10:00 173 113 114 20
10:15 136 79 112 16
10:30 176 59 115 17
10:45 194 54 679 305 109 10 450 63 1129 368
11:00 165 35 116 17
11:15 192 32 128 7
11:30 179 16 120 9
11:45 194 23 730 106 134 5 498 38 1228 144
Total 4433 8438 4433 8438 2634 4546 2634 4546 7067 12984 Combined
Total 12871 12871 7180 7180 20051
AM Peak - 07:15 - - - 11:00 - - - - -
Vol. - 930 - - - 498 - - - - -
P.H.F. 0.957 0.929
PM Peak - - 04:45 - - - 03:15 - - - -
Vol. - - 1167 - - - 628 - - - -
P.H.F. 0.935 0.831
Percentag
e

34.4% 65.6% 36.7% 63.3%
ADT/AADT ADT 20,051 AADT 20,051
2169
AGENDA ITEM NO. 6.

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

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
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 2170
AGENDA ITEM NO. 6.
[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
2171
AGENDA ITEM NO. 6.
[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
2172
AGENDA ITEM NO. 6.

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
2173
AGENDA ITEM NO. 6.

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.

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: 285 Name: Behymer & 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 2/28/2020
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
2174
AGENDA ITEM NO. 6.
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]
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
----
----
----
----
----
----
----
2175
AGENDA ITEM NO. 6.

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
2176
AGENDA ITEM NO. 6.

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
1 285
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.
2177
AGENDA ITEM NO. 6.

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 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. 285 NAME: Behymer & Willow
10 4
5 6
7 8
9 3
Month
1 2
3 4
1 1
1 2178
AGENDA ITEM NO. 6.
# 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
2179
AGENDA ITEM NO. 6.

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
285
C-11 INPUTS
Date Printed: Page 11 2/28/2020
ID:

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
2180
AGENDA ITEM NO. 6.
"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
2181
AGENDA ITEM NO. 6.

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 132182 ends

AGENDA ITEM NO. 6.

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

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
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
2183
AGENDA ITEM NO. 6.
[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
2184
AGENDA ITEM NO. 6.
[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
2185
AGENDA ITEM NO. 6.

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
2186
AGENDA ITEM NO. 6.

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.

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: 283 Name: Shepherd & 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 2/22/2020
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
2187
AGENDA ITEM NO. 6.
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]
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
----
----
----
----
----
----
----
2188
AGENDA ITEM NO. 6.

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 2189
AGENDA ITEM NO. 6.

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
1 283
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.
2190
AGENDA ITEM NO. 6.

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 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. 283 NAME: Shepherd & Willow
10 4
5 6
7 8
9 3
Month
1 2
3 4
1 1
1 2191
AGENDA ITEM NO. 6.
# 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
2192
AGENDA ITEM NO. 6.

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
283
C-11 INPUTS
Date Printed: Page 11 2/22/2020
ID:

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
2193
AGENDA ITEM NO. 6.
"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
2194
AGENDA ITEM NO. 6.

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 132195 ends

AGENDA ITEM NO. 6.
2196
AGENDA ITEM NO. 6.
2197
AGENDA ITEM NO. 6.
2198
AGENDA ITEM NO. 6.
2199
AGENDA ITEM NO. 6.
2200
AGENDA ITEM NO. 6.
2201
AGENDA ITEM NO. 6.
2202
AGENDA ITEM NO. 6.
2203
AGENDA ITEM NO. 6.
2204
AGENDA ITEM NO. 6.
2205
AGENDA ITEM NO. 6.
2206
AGENDA ITEM NO. 6.
2207
AGENDA ITEM NO. 6.
2208
AGENDA ITEM NO. 6.
2209
AGENDA ITEM NO. 6.
2210
AGENDA ITEM NO. 6.
2211
AGENDA ITEM NO. 6.
2212
AGENDA ITEM NO. 6.
2213
AGENDA ITEM NO. 6.
2214
AGENDA ITEM NO. 6.
2215
AGENDA ITEM NO. 6.
2216
AGENDA ITEM NO. 6.
2217
AGENDA ITEM NO. 6.
2218
AGENDA ITEM NO. 6.
2219
AGENDA ITEM NO. 6.
2220
AGENDA ITEM NO. 6.
2221
AGENDA ITEM NO. 6.
2222
AGENDA ITEM NO. 6.
2223
AGENDA ITEM NO. 6.
2224
AGENDA ITEM NO. 6.
2225
AGENDA ITEM NO. 6.
2226
AGENDA ITEM NO. 6.
2227
AGENDA ITEM NO. 6.
2228
AGENDA ITEM NO. 6.
2229
AGENDA ITEM NO. 6.
2230
AGENDA ITEM NO. 6.
2231
AGENDA ITEM NO. 6.
2232
AGENDA ITEM NO. 6.
2233
AGENDA ITEM NO. 6.
2234
AGENDA ITEM NO. 6.
2235
AGENDA ITEM NO. 6.
2236
AGENDA ITEM NO. 6.
2237
AGENDA ITEM NO. 6.
2238
AGENDA ITEM NO. 6.
2239
AGENDA ITEM NO. 6.
2240
AGENDA ITEM NO. 6.
2241
AGENDA ITEM NO. 6.
2242
AGENDA ITEM NO. 6.
2243
AGENDA ITEM NO. 6.
2244
AGENDA ITEM NO. 6.
2245
AGENDA ITEM NO. 6.
2246
AGENDA ITEM NO. 6.
2247
AGENDA ITEM NO. 6.
2248
AGENDA ITEM NO. 6.
2249
AGENDA ITEM NO. 6.
2250
AGENDA ITEM NO. 6.
2251
AGENDA ITEM NO. 6.
2252
AGENDA ITEM NO. 6.
2253
AGENDA ITEM NO. 6.

Location: Designed By:

System: District: Intalled By: Master At: I/C: Service Info: Timing Change: By: Date Start: Date End: Designed: Installed:

Intersection Layout
CFD4
B6CE D414 81AB

Page 12 ends

191A 191A

Page 4 ends
Page 11 ends

A18D 86F7

Page 5 ends

66EE

Page 3 ends

6828

Page 7 ends

D5B0

Page 10 ends
Page 2 ends

9EB2

Page 9 ends

Caltrans TSCP Ver 3.10
2070 Controller Timing Chart
[ ]
8) [ ]5)2)
[ ][ ][ ]
6) [ ]1)4) [ ]
FLASH
7)3)
[ ]
ESP
HA
F)
[ ][ ][ ][ ]
E
R
E)
O
L
B)
C) [ ]
V A)
[ ]
D)
P
A
Comments and Notes:

RAM Checksum
© 2017 California Department of Transportation, All Rights Reserved6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2254 AGENDA ITEM NO. 6.

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

6.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Phases ( 2-1-1-1 )
Phase Recalls ( 2-1-1-2 ) Phase Locks ( 2-1-1-3 )
Phase Features ( 2-1-1-4 )
Startup ( 2-1-1-5 )
2 8 3 4 7 5 1 6
Flashing Colors ( 2-1-2-2 ) Special Operation ( 2-1-2-3 ) Protected Permissive ( 2-1-2-4 ) P8 P4 P7 P1 P2 P3 P5 P6
Overlap ( 2-1-4 )
PAGE 2 CHECKSUM: D5B0
© 2017 California Department of Transportation, All Rights Reserved [-] 332 Cabinet Overlap Assignment - For Reference Only Location: 168WB @ Herndon W. TSCP 3.10
332

CALTRANS
Cabinet (9-3) Type Configuration6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2255 AGENDA ITEM NO. 6.

P
HA
SE
T
I
M
I
N
G
PHASE ( 2-2 ) -1- -2- -3- -4- -5- -6- -7- -8-
--- Walk 1 ---
Flash Don't Walk Minimum Green Det Limit Max Initial Max Green 1 Max Green 2 Max Green 3 Extension Maximum Gap Minimum Gap Add Per Vehicle Reduce Gap By Reduce Every Yellow
All-Red
--- Walk 2 ---
Delay/Early Walk Solid Don't Walk Bike Green Bike All-Red 0 7 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 10 0 8 0 10 0 0 0 20 0 20 0 20 0 0 0 0 0 0 0 0 0 0 0 25 0 20 0 25 0 0 0 35 0 30 0 35 0 0 0 0 0 0 0 0 0 0

0.0 6.7 0.0 5.3 0.0 6.7 0.0 0.0 0.0 9.3 0.0 7.3 0.0 9.3 0.0 0.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.4 0.0 0.4 0.0 0.4 0.0 0.0 3.0 4.8 3.0 4.4 3.0 4.8 3.0 3.0 0.0 2.0 0.0 2.9 0.0 2.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

0.0 Green

0.0 0.0

5.0 0.0 0.0 0.0 0.0

5.0 B [Arrow B]

5.0 A [Arrow A] E [OL C]

5.0 Red

0.0 0.0
Yellow

0.0 0.0

0.0 D [OL B] F [OL D]

5.0 5.0

5.0 Overlap ( 2-4 ) Red Revert ( 2-5 )
Time
CHECKSUM: B6CE
Location:
3 OFF
2 Max/Gap Out ( 2-7 )
Max CntGap Cnt Red To Se ( 2-6 )
Red To Sec
-1- -2- -3- -4- -5- -6- -7- -8-
PAGE 3

OVERLAP TIMING
© 2017 California Department of Transportation, All Rights Reserved 168WB @ Herndon W. TSCP 3.10 6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2256 AGENDA ITEM NO. 6.

Local Plan 1...9 (7-1) TIMING DATA
Cycle Multi Lag Gap A B C -1- -2- -3- -4- -5- -6- -7- -8- Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 130 0.0 - - - - - - - - 70 80 35 80 132 0.0 - - - - - - - - 103 68 49 68 120 0.0 - - - - - - - - 5 52 53 52

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

0.0 Input
0 Ped
- - - - - - - -
- - - - - - - - - - - - - - - -
Cond
Veh Min
- 2 - - - 6 - -
- - - - - - - -
Bike
10 Lag
Cond Grn
Omit
- 2 - 4 - 6 - 8
Veh Max
- - - - - - - -
Master Timer Sync ( 7-A )
Enable in Plans
Master Sub Master
( 7-E ) Free
[ Offsets ] Green Factors or Press [F] to Select
81AB

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

MANUAL COMMANDS
Offset
Plan: 1-2915 or 254 = Flash14 or 255 = FreeOffset A, B, or C Special Function Override (4-2)
# Control # Control12
34 Detector Reset
Local Manual (4-4)
(4-3)
PAGE 4 CHECKSUM:

Location: 168WB @ Herndon W.
21-29 - - - - - - - - -
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor © 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2257 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 11
Plan 12
Plan 13 Plan 14 Plan 15 Plan 16 Plan 17 Plan 18 Plan 19

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Hold
- - - - - - - -
Veh Max Bike
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
Plan 11 - - - - - - - -
Lag
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 14 - - - - - - - - - - - - - - - -
Plan15
Plan 13
- - - - - - - -
- - - - - - - -
Plan 17 - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 19
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 16
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 18
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
191A
Local Plan 11...19 (7-2) TIMING DATA COORDINATION
[ Offsets ] Green Factors or Press [F] to Select Force-Off PAGE 5 CHECKSUM:

Local Plan 11...19 (7-2) PHASE FLAGS
Location: 168WB @ Herndon W.

Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor © 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2258 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 21 Plan 22 Plan 23 Plan 24 Plan 25 Plan 26 Plan 27 Plan 28 Plan 29

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
Local Plan 21...29 (7-3) TIMING DATA
[ Offsets ] Green Factors or Press [F] to Select Force-Off 191A
Sync Ped
Local Plan 21...29 (7-3) PHASE FLAGS
Lag Hold Omit Veh Min Veh Max Bike
Plan 25 Plan 26 Plan 28 Plan 27 Plan 21 Plan 23 Plan 24 Plan 29 Plan 22 PAGE 6 CHECKSUM:

Location: 168WB @ Herndon W.

Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor

COORDINATION
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2259 AGENDA ITEM NO. 6.

Det Type Phases Lock
Slot
Delay Extend Recall Port
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Count+Extend - 2 - - - - - - NO 0 2.6 10 3.2 Count+Extend - 2 - - - - - - NO 0 2.6 10 7.2 Count+Extend - 2 - - - - - - NO 0 2.6 10 1.1 Count+Extend - 2 - - - - - - NO 0 2.6 10 1.5 Count+Call+Extend - 2 - - - - - - NO 0 2.0 10 4.5 Count+Call+Extend - 2 - - - - - - NO 15 0.0 10 6.2 Count+Call+Extend - 2 - - - - - - NO 0 2.0 10 2.1 Count+Call+Extend - 2 - - - - - - NO 0 2.0 10 7.4 Count+Call+Extend - 2 - - - - - - NO 0 1.7 10 3.4 Count+Call+Extend - 2 - - - - - - NO 0 1.7 10 7.6 Count+Call+Extend - - - 4 - - - - NO 15 0.0 10 1.3 Count+Call+Extend - - - 4 - - - - NO 15 0.0 10 1.7 Count+Call+Extend - - - 4 - - - - NO 0 2.0 10 4.7 Count+Call+Extend - - - 4 - - - - NO 0 2.0 10 6.4 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 2.3 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 7.8 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 3.6 Count+Call+Extend - - - 4 - - - - NO 15 0.0 10 3.8 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 4.1 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 4.2 Count+Call+Extend - - - - - 6 - - NO 0 2.8 10 3.1 Count+Call+Extend - - - - - 6 - - NO 0 2.8 10 7.1 Count+Call+Extend - - - - - 6 - - NO 0 2.8 10 1.2 Count+Call+Extend - - - - - 6 - - NO 0 2.8 10 1.6 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 4.6 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 6.3 Count+Call+Extend - - - - - 6 - - NO 0 2.0 10 2.2 Count+Call+Extend - - - - - 6 - - NO 0 2.0 10 7.3 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 3.3 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 7.5 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 1.4 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 1.8 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 4.8 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 6.5 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 2.4 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 7.7 Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 3.5 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 3.7 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 4.3 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 4.4 Pedestrian - 2 - - - - - - NO 0 0.0 10 5.1 Pedestrian - - - 4 - - - - NO 0 0.0 10 5.3 Pedestrian - - - - - 6 - - NO 0 0.0 10 5.2 Pedestrian - - - - - - - 8 NO 44 0 0.0 10 5.4 32 31 13 39
3 8
16 14 21 38
9 4
36 15 22 27 11 43 37 33 17
7 1 5
30 34 25 18
6 40 24 29 35 26 28 12
Det
10 23 19 42 41 20
2 Detector Attributes (5-1) Detector Configuration (5-2)

DETECTORS
CHECKSUM: A18D
0 Failure Times (5-3) Minutes Maximum On Time 0 Fail Reset Time Detectors 25-32
- - - - - - - -
Detectors 41-44
- - - - - - - -
Detectors 17-24 - - - - - - - - Detectors 33-40
Failure Override (5-4)
- - - - - - - - - - - - - - - - - - - - - - - -
Detectors 1-8 Detectors 9-16
CIC Operation (5-6-1)
Enable in Plans - - - - - - - - -
Multiplier

0.50 Smoothing 0.66 0.66

1.0 4.0

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

0.33 Exponent
0 0 0 0 0
0 Sys Det 6
0 7
14 2
0 Sys Det 10
0 0
5 0
12 13 15 16
Detector-to-Phase Assignment (5-6-3)
1 3
Phase
0 8
9 Phase
0 4
11 0
0 0
0 0
System Detector Assignment (5-5)
3 Det Num
8 0
5 11 13
0 0
7 0
9 Det Num 0 0 0
0 6
15 0 0
Sys Det
1 0
0 14
4 12
Sys Det 2
0 0
10 16
Input File Port-Bit Assignments
332 Cabinet - For Reference Only
1 2 3 4 5 6 7 8 9 10 11 12 13 14

3.2 1.1 4.5 2.1 3.4 1.3 4.7 2.3 3.6 4.1 6.6 5.1 5.2 6.77.2 1.5 6.2 7.4 7.6 1.7 6.4 7.8 3.8 4.2 2.7 5.3 5.4 6.83.1 1.2 4.6 2.2 3.3 1.4 4.8 2.4 3.5 4.3 2.8 5.5 5.6 2.57.1 1.6 6.3 7.3 7.5 1.8 6.5 7.7 3.7 4.4 6.1 5.7 5.8 2.6 IJPAGE 7
Location: 168WB @ Herndon W.

J9L I8U I5L
I13U
I8L
I13L
I2U J6U
I10L
I9L J6L J4U
I12U
I1L I5U
J10U
I6L I1U J5L I2L J7U I7U J4L J7L J2U
J10L
I3U I7L
I10U
I4L I9U J8U I4U
I12L
J3U J9U I6U J8L J1L J5U I3L J1U J3L J2L
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2260 AGENDA ITEM NO. 6.

Table 1 (8-2-1) Table 2 (8-2-2) Table 3 (8-2-3) Table 4 (8-2-4) Table 5 (8-2-5) Table 6 (8-2-6) Time Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS 0600 1 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 1100 2 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 1930 255 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A Sat Sun
1 Mon
1 2
Fri
1 Tue
2 Wed
1 1
Thu
Weekday Table Assignments (8-2-7)

WEEKDAY ASSIGNMENT
PAGE 8 CHECKSUM: 9EB2

TOD SCHEDULE
© 2017 California Department of Transportation, All Rights Reserved Location: 168WB @ Herndon W. TSCP 3.10 6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2261 AGENDA ITEM NO. 6.
# Mnth Week DOW Table Mnth Day DOW Table
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16
0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 Floating Holiday Table (8-2-8)
10 13 12
2 9 5 8 6 7
15 16
4 14 11
1 #
3 Fixed Holiday Table (8-2-9)
2230
- - - - - - - -
5 - - - - - - - -
End Action
- - - - - - - -
0000 - - - - - - -
- 2 - 4 - 6 - -
2 - - - - - - - 0
0000 - - - - - - -
0000
0 - - - - - - -
0530
0000 0
27 0000
4 Start
0000
1 1 2 3 4 5 6 7
0 - - - - - - - -
# DOW
0000
Action Codes: 18. Max Green 30. None 19. Rest in Walk1. Permitted 20. Rest in Red2. Restricted 21. Free Lag Phases4. Veh Min Recall 22. Special Functions5. Veh Max Recall 23. Truck Preempt6. Ped Recall 24. Conditional Service7. Bike Recall 25. Conditional Service8. Red Lock 26. Leading Ped9. Yellow Lock10. Force/Max Lock 41. Protected Permissive11.Double Entry 42. Protected Permissive12. Y-Coord C Action Code = Phases added to normal setting13. Y-Coord D --------------------------------------------------------14. Free 100+Action Code = Phases removed15. Flashing 200+Action Code = Phases replaced16. Walk 217. Max Green 2 0000
3 - - - - - - -
0000
0 10
0 - - - - - - - -
8 0
0000
- - - - - - - - - - - - - - - -
0000
7 - - - - - - - - - - - - - -
- - - - - - - -
0000
- - - - - - - -
0000 0000
- - - - - - -
9 0000
6 0000
- - - - - - - 0
0000
0 0000 0000 0 0000
- - - - - - - -
12 0000
- - - - - - -
13 15
0 0000
0000 0000
- - - - - - -
0000 - - - - - - - -
0 - - - - - - - -
- - - - - - -
0000 0000 - - - - - - - -
- - - - - - -
11 0000
14 - - - - - - - -
0 - - - - - - - 0
Hebrew
- - - - - - - -
118
Holiday
North Latitude
Ped Recall
Local Time Zone 8
West Longitude
34 YES
- - - - - - - -
Sabbath
Solar Clock Data (8-4)
TOD Functions (8-3)
Phases
Sabbatical Clock (8-5)
Daylight Saving (8-6)

HOLIDAY TABLES
PAGE 9 CHECKSUM: D414
Location: 168WB @ Herndon W.
16 0000 0000 - - - - - - - 0 - - - - - - - -
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 Month Sunday Enable
Start
End
March 2nd
November 1st
6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2262 AGENDA ITEM NO. 6.

COMMUNICATIONS
C2 (6-1-1) C20 (6-1-2) C21 (6-1-3)
Address Protocol Access Level Baud Parity Data Bits Stop Bits RTS On Time RTS Off Time Handshaking 0 0 0
AB3418 AB3418 AB3418
None None None 1200 1200 1200 None None None
8 data bits8 data bits8 data bits
1 stop bit 1 stop bit 1 stop bit
20 20 20 20 20 20
Normal Normal Normal
00 Data

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

00.0 00.0 00.0

00.0 4
00 # OP

00.0 00.0
Data Data

00.0 00.0

00.0 00.0
OP

00.0 00
Data
00 00 00

00.0 00
00 00.0
5 00.0 00.0 00.0

00.0 00

00.0 00.0 00.0 00.0 00.0
8 00.0

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

00.0 00.0
00 00

00.0 00.0

00.0 00.0
00 7 00.0 00
00 00

00.0 10

00.0 00.0 00
00 00

00.0 00.0

00.0 00.0
00 00.0

00.0 00 00.0
11 00

00.0 00
14 00
16 00.0

00.0 00.0

00.0 00.0
00 00
00 00 00

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

00.0 12

00.0 00 00.0

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

SOFT LOGIC

CALLBACK NUMBERS
IP Address
1 Broadcast Netmask
53 255
Network (6-4) Address
27000
10 Gateway 254
34 53 50
50 10
Port IP Mode Static IP Protocol
255
50 AB3418
255
53 0
10 255

NETWORK
Soft Logic ( 6-2 )
PAGE 10 CHECKSUM: 66EE
Location: 168WB @ Herndon W.
0-Full Access1-Status Only2-Status, Set Pattern, Time3-Status, Set Pattern, Time, Manual Plan4-Reserved5-Full Access with No Set Pattern6-Full Access with No Set Time7-Full Access with No Set Pattern, ManualPlan8-Full Access with No Set Time, Pattern,Manual Plan Central Access Field Access
0 0
Access Levels
SPAT
Port
Protocol
Address
0 None
0 None
0 0 0 0
SPAT Network (6-5)
1 2
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 ATSPM Enabled
*Refer to User's Manual for Data and OP Codes6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2263 AGENDA ITEM NO. 6.

RAILROAD PREEMPTION
RR 1 Timing (3-1-1) Phase Flags (3-1-2) Pedestrian Flags (3-1-3) Overlap Flags (3-1-4) Delay
Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Phase Green Overlap Green Veh Permit/CallPed Permit/Call PR Sign 2 Max On RR 2 Timing (3-2-1) Phase Flags (3-2-2) Pedestrian Flags (3-2-3) Overlap Flags (3-2-4) Delay
Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Phase Green Overlap Green Veh Permit/Call Ped Permit/Call 0 15 - 2 - - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 5 - 2 - - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 0 - 2 - - - 6 - - - - - - - 1 2 3 4 5 6 7 - 2 - 4 - 6 - 0.0 00.0 5 0 15 - - - 4 - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 5 - - - 4 - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 0 0 - 2 - - - 6 - - - - - - - 1 2 3 4 5 6 7 - 2 - 4 - 6 -
Exit Parameters (3-1-5) Configuration (3-1-6)
Exit Parameters (3-2-5) Configuration (3-2-6)
Port
Max
0 30
Advance
Overlap Grn
Phase Termination
Clear Phase Green

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

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

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

5.8 No
EVD
(3-D)
PAGE 11 CHECKSUM: CFD4
Location: 168WB @ Herndon W.
0 1 - - 4 - - 7 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - 8 - 2 - - - 6 - - - - - - - - - - - - - - - - - - - - 1 2 3 - - 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - 6 - - - - - 4 - - - 8 - - - - - - - - - - - - - - - - - - APP

0.0 XR
12 0.0

0.0 0.0
PR

0.0 XR
12 0.0

0.0 0.0
Valid Inputs: 1.x, 2.x, 3.x, 4.x, 5.x, 6.x, 7.x, 8.x x=1 to 8Valid Outputs: 11.x,12.x,13.x,14.x,15.x,16.x,17.x,18.x x=1 to 8 Gate

0.0 Sign 1

00.0 Latching
No
Gate APP Sign 1 Sign 2 Max On Latching

0.0 0.0 00.0 00.0 5 No
Valid Inputs: 1.x, 2.x, 3.x, 4.x, 5.x, 6.x, 7.x, 8.x x=1 to 8Valid Outputs: 11.x,12.x,13.x,14.x,15.x,16.x,17.x,18.x x=1 to 8 © 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 Isld

0.0 0.0
Isld
6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2264 AGENDA ITEM NO. 6.

INPUTS 7 Wire I/C(2-1-5-1)
Input Port Input Port
Enable R1 Free
Max ON R2 D2
Max OFF R3 D3
Manual Control(2-1-5-2)
Input Port
Manual Adv
Adv Enable
Cabinet Staus (2-1-5-3)
Input Port
Flash Bus
Door Ajar
Flash Sense
Stop Time
Special Function (2-1-5-4)
Input Port
1 2 3 4
Battery Backup (2-1-5-5)
Port Operation
Y-Coordination (2-1-5-6)
Port C Port D
No 0.0 0.0
0 0.0 0.0 0 0.0 0.0

0.0 0.0

0.0 0.0 6.7 6.8

0.0 0.0 0.0 0.0

2.7 Flashing 0.0 0.0
24 10
9 7 28
1 14 12
5 6 26 8
13 11
4 X 0
B
0 0
Loadswitch Assignments ( 2-1-6 )
A 2 22 3
OUTPUTS Loadswitch Codes: 41 Protected Permissive Flashing Phase 1 0 Unused (no output) 43 Protected Permissive Flashing Phase 3 1- 8 Vehicle 1-8 45 Protected Permissive Flashing Phase 5 9-14 Overlap A-F 47 Protected Permissive Flashing Phase 7 21-28 Ped 1-8 51-57 Special Functions 41-47 Special Functions 71-72 Seven Wire I/C + middle output of loadswitches 3 and 6Channel 9 and 10
PAGE 12 CHECKSUM: 6828
Location: 168WB @ Herndon W.

INTERVAL CONTROL
Interval Control Phase Control (3-3-2) Phase Recalls (3-3-3) Phase Permissions (3-3-4) (3-3-1) Time Hold Force Advance Veh Call Ped Call Int Call Phs Permit Ped Permit Overlap Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 Step 7 Step 8 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Configuration (3-3-5)
Input Port Delay
1 2

0.0 0 0.0 0
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2265 AGENDA ITEM NO. 6.

Y-Coord Plans (7-C,D) Long Grn No Grn Offset Perm 1 2 3 4 5 6 7 8 Coord Lag Min Recall Restricted Plan C Plan D
0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - Force-Offs
0 Phase 1
Minimum
Phase 5
Minimum
0 0
0 0
Green
Extend
Early
Green
Phase 6
Minimum
0 0 0
Phase 7
Minimum
Inhibit
Cycles
0 0
0 0 0 0
0 Local Plans (3-E) 1...9 11...19
Plan 2 0
Phase 2
Minimum
0 0 0
0 0
Phase 8
Minimum
0 Phase 3
Minimum
Plan 1
Phase 4
Minimum

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

0.0 0.0
Clearance

0.0 - - - - - - - - 0.0 0
Passage Slave Input Sign Output Det 3 Port CarryOver Det 4 Port Phase Green Det 2 Port Next Priority 0 0 0.0 0.0 0
Truck Priority (3-F)

TRUCK PRIORITY

YELLOW YIELD COORDINATION
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor PAGE 13 CHECKSUM: 86F7
Location: 168WB @ Herndon W.

Green Factor 0 0 0 0 0 0 0 0 0 0 0
***
Input
Type Stop Go
Queue Jump (3-E-4)
Grn Hold Hold Phase
- - - - - - - - - - - - - - - -
0 0
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 Port
Output

0.0 OPT 0.0 OPT
0 0 0 0
6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2266 AGENDA ITEM NO. 6.

Location: 168WB @ Herndon W. Caltrans TSCP Ver 3.10
Model ID Model 2070
Manufacturer ID
AB3418
Caltrans TSCP Ver 3.10
Protocol Revision ID

CONTROLLER ID
© 2017 California Department of Transportation, All Rights Reserved6/10/22, 9:37 AM 168WB@Herndon W. / 168WB at Herndon W. - 42168011.5 2267 AGENDA ITEM NO. 6.

Location: Designed By:

System: District: Intalled By: Master At: I/C: Service Info: Timing Change: By: Date Start: Date End: Designed: Installed:

Intersection Layout
CFD4
AED6 6C6F 43A4

Page 12 ends

191A 191A

Page 4 ends
Page 11 ends

AA8B 86F7

Page 5 ends

9FDF

Page 3 ends

6828

Page 7 ends

3CE4

Page 10 ends
Page 2 ends

9EB2

Page 9 ends

Caltrans TSCP Ver 3.10
2070 Controller Timing Chart
[ ]
8) [ ]5)2)
[ ][ ][ ]
6) [ ]1)4) [ ]
FLASH
7)3)
[ ]
ESP
HA
F)
[ ][ ][ ][ ]
E
R
E)
O
L
B)
C) [ ]
V A)
[ ]
D)
P
A
Comments and Notes:

RAM Checksum
© 2017 California Department of Transportation, All Rights Reserved6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2268 AGENDA ITEM NO. 6.

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

6.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Phases ( 2-1-1-1 )
Phase Recalls ( 2-1-1-2 ) Phase Locks ( 2-1-1-3 )
Phase Features ( 2-1-1-4 )
Startup ( 2-1-1-5 )
2 8 3 4 7 5 1 6
Flashing Colors ( 2-1-2-2 ) Special Operation ( 2-1-2-3 ) Protected Permissive ( 2-1-2-4 ) P8 P4 P7 P1 P2 P3 P5 P6
Overlap ( 2-1-4 )
PAGE 2 CHECKSUM: 3CE4
© 2017 California Department of Transportation, All Rights Reserved [-] 332 Cabinet Overlap Assignment - For Reference Only Location: 168EB @ Herndon E. TSCP 3.10
332

CALTRANS
Cabinet (9-3) Type Configuration6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2269 AGENDA ITEM NO. 6.

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

0.0 6.7 0.0 0.0 0.0 6.7 0.0 5.3 0.0 9.3 0.0 0.0 0.0 9.3 0.0 7.3 0.0 2.0 0.0 0.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.4 3.0 4.8 3.0 3.0 3.0 4.8 3.0 4.8 0.0 2.0 0.0 0.0 0.0 2.0 0.0 2.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

0.0 Green

0.0 0.0

5.0 0.0 0.0 0.0 0.0

5.0 B [Arrow B]

5.0 A [Arrow A] E [OL C]

5.0 Red

0.0 0.0
Yellow

0.0 0.0

0.0 D [OL B] F [OL D]

5.0 5.0

5.0 Overlap ( 2-4 ) Red Revert ( 2-5 )
Time
CHECKSUM: AED6
Location:
3 OFF
2 Max/Gap Out ( 2-7 )
Max CntGap Cnt Red To Se ( 2-6 )
Red To Sec
-1- -2- -3- -4- -5- -6- -7- -8-
PAGE 3

OVERLAP TIMING
© 2017 California Department of Transportation, All Rights Reserved 168EB @ Herndon E. TSCP 3.10 6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2270 AGENDA ITEM NO. 6.

Local Plan 1...9 (7-1) TIMING DATA
Cycle Multi Lag Gap A B C -1- -2- -3- -4- -5- -6- -7- -8- Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 130 0.0 - - - - - - - - 35 76 76 40 130 0.0 - - - - - - - - 70 74 74 42 130 0.0 - - - - - - - - 60 68 68 48

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

0.0 Input
0 Ped
- - - - - - - -
- - - - - - - - - - - - - - - -
Cond
Veh Min
- 2 - - - 6 - -
- - - - - - - -
Bike
10 Lag
Cond Grn
Omit
- 2 - 4 - 6 - 8
Veh Max
- - - - - - - -
Master Timer Sync ( 7-A )
Enable in Plans
Master Sub Master
( 7-E ) Free
[ Offsets ] Green Factors or Press [F] to Select
43A4

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

MANUAL COMMANDS
Offset
Plan: 1-2915 or 254 = Flash14 or 255 = FreeOffset A, B, or C Special Function Override (4-2)
# Control # Control12
34 Detector Reset
Local Manual (4-4)
(4-3)
PAGE 4 CHECKSUM:

Location: 168EB @ Herndon E.
21-29 - - - - - - - - -
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor © 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2271 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 11
Plan 12
Plan 13 Plan 14 Plan 15 Plan 16 Plan 17 Plan 18 Plan 19

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Hold
- - - - - - - -
Veh Max Bike
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
Plan 11 - - - - - - - -
Lag
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 14 - - - - - - - - - - - - - - - -
Plan15
Plan 13
- - - - - - - -
- - - - - - - -
Plan 17 - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 19
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 16
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 18
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
191A
Local Plan 11...19 (7-2) TIMING DATA COORDINATION
[ Offsets ] Green Factors or Press [F] to Select Force-Off PAGE 5 CHECKSUM:

Local Plan 11...19 (7-2) PHASE FLAGS
Location: 168EB @ Herndon E.

Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor © 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2272 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 21 Plan 22 Plan 23 Plan 24 Plan 25 Plan 26 Plan 27 Plan 28 Plan 29

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
Local Plan 21...29 (7-3) TIMING DATA
[ Offsets ] Green Factors or Press [F] to Select Force-Off 191A
Sync Ped
Local Plan 21...29 (7-3) PHASE FLAGS
Lag Hold Omit Veh Min Veh Max Bike
Plan 25 Plan 26 Plan 28 Plan 27 Plan 21 Plan 23 Plan 24 Plan 29 Plan 22 PAGE 6 CHECKSUM:

Location: 168EB @ Herndon E.

Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor

COORDINATION
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2273 AGENDA ITEM NO. 6.

Det Type Phases Lock
Slot
Delay Extend Recall Port
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Count+Call+Extend - 2 - - - - - - NO 0 2.6 10 3.2 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 7.2 Count+Call+Extend - 2 - - - - - - NO 0 2.6 10 1.1 Count+Call+Extend - 2 - - - - - - NO 0 2.6 10 1.5 Limited - 2 - - - - - - NO 0 2.0 10 4.5
Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 6.2
Limited - 2 - - - - - - NO 0 2.0 10 2.1 Limited - 2 - - - - - - NO 0 2.0 10 7.4 Limited - - - - - - - 8 NO 0 1.7 10 3.4 Limited - - - - - - - 8 NO 0 0.0 10 7.6 Count+Call+Extend - - - - - - - 8 NO 0 1.7 10 1.3 Count+Call+Extend - - - - - - - 8 NO 0 1.7 10 1.7 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 4.7 Count+Call+Extend - - - - - - - 8 NO 15 0.0 10 6.4 Limited - - - - - - - 8 NO 15 0.0 10 2.3
Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 7.8 Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 3.6 Count+Call+Extend - - - - - 6 - - NO 0 2.6 10 3.8 Count+Call+Extend - 2 - - - - - - NO 0 0.0 10 4.1 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 4.2 Count+Call+Extend - - - - - 6 - - NO 0 2.6 10 3.1 Count+Call+Extend - - - - - 6 - - NO 0 2.6 10 7.1 Count+Call+Extend - - - - - 6 - - NO 0 2.6 10 1.2 Count+Call+Extend - - - - - 6 - - NO 0 2.6 10 1.6 Limited - - - - - 6 - - NO 0 2.0 10 4.6 Limited - - - - - 6 - - NO 0 2.0 10 6.3 Limited - - - - - 6 - - NO 0 2.0 10 2.2 Limited - - - - - 6 - - NO 0 2.0 10 7.3 Limited - - - - - 6 - - NO 0 2.0 10 3.3 Limited - - - - - 6 - - NO 0 2.0 10 7.5 Count+Extend - - - - - - - 8 NO 0 1.7 10 1.4
Count+Call+Extend - - - - - - - 8 NO 0 1.7 10 1.8 Count+Call+Extend - - - - - - - 8 NO 0 2.0 10 4.8 Count+Call+Extend - - - - - - - 8 NO 0 2.0 10 6.5 Count+Call+Extend - - - - - - - 8 NO 0 2.0 10 2.4 Count+Call+Extend - - - - - - - 8 NO 0 2.0 10 7.7 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 3.5 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 3.7 Count+Call+Extend - - - - - 6 - - NO 0 0.0 10 4.3 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 4.4 Pedestrian - 2 - - - - - - NO 0 0.0 10 5.1 Pedestrian - - - 4 - - - - NO 0 0.0 10 5.3 Pedestrian - - - - - 6 - - NO 0 0.0 10 5.2 Pedestrian - - - - - - - 8 NO 44 0 0.0 10 5.4 32 31 13 39
3 8
16 14 21 38
9 4
36 15 22 27 11 43 37 33 17
7 1 5
30 34 25 18
6 40 24 29 35 26 28 12
Det
10 23 19 42 41 20
2 Detector Attributes (5-1) Detector Configuration (5-2)

DETECTORS
CHECKSUM: AA8B
0 Failure Times (5-3) Minutes Maximum On Time 0 Fail Reset Time Detectors 25-32
- - - - - - - -
Detectors 41-44
- - - - - - - -
Detectors 17-24 - - - - - - - - Detectors 33-40
Failure Override (5-4)
- - - - - - - - - - - - - - - - - - - - - - - -
Detectors 1-8 Detectors 9-16
CIC Operation (5-6-1)
Enable in Plans - - - - - - - - -
Multiplier

0.50 Smoothing 0.66 0.66

1.0 4.0

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

0.33 Exponent
0 0 0 0 0
0 Sys Det 6
0 7
14 2
0 Sys Det 10
0 0
5 0
12 13 15 16
Detector-to-Phase Assignment (5-6-3)
1 3
Phase
0 8
9 Phase
0 4
11 0
0 0
0 0
System Detector Assignment (5-5)
3 Det Num
8 0
5 11 13
0 0
7 0
9 Det Num 0 0 0
0 6
15 0 0
Sys Det
1 0
0 14
4 12
Sys Det 2
0 0
10 16
Input File Port-Bit Assignments
332 Cabinet - For Reference Only
1 2 3 4 5 6 7 8 9 10 11 12 13 14

3.2 1.1 4.5 2.1 3.4 1.3 4.7 2.3 3.6 4.1 6.6 5.1 5.2 6.77.2 1.5 6.2 7.4 7.6 1.7 6.4 7.8 3.8 4.2 2.7 5.3 5.4 6.83.1 1.2 4.6 2.2 3.3 1.4 4.8 2.4 3.5 4.3 2.8 5.5 5.6 2.57.1 1.6 6.3 7.3 7.5 1.8 6.5 7.7 3.7 4.4 6.1 5.7 5.8 2.6 IJPAGE 7
Location: 168EB @ Herndon E.

J9L I8U I5L
I13U
I8L
I13L
I2U J6U
I10L
I9L J6L J4U
I12U
I1L I5U
J10U
I6L I1U J5L I2L J7U I7U J4L J7L J2U
J10L
I3U I7L
I10U
I4L I9U J8U I4U
I12L
J3U J9U I6U J8L J1L J5U I3L J1U J3L J2L
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2274 AGENDA ITEM NO. 6.

Table 1 (8-2-1) Table 2 (8-2-2) Table 3 (8-2-3) Table 4 (8-2-4) Table 5 (8-2-5) Table 6 (8-2-6) Time Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS 0600 1 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 1100 2 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 1930 255 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A Sat Sun
1 Mon
1 2
Fri
1 Tue
2 Wed
1 1
Thu
Weekday Table Assignments (8-2-7)

WEEKDAY ASSIGNMENT
PAGE 8 CHECKSUM: 9EB2

TOD SCHEDULE
© 2017 California Department of Transportation, All Rights Reserved Location: 168EB @ Herndon E. TSCP 3.10 6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2275 AGENDA ITEM NO. 6.
# Mnth Week DOW Table Mnth Day DOW Table
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16
0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 Floating Holiday Table (8-2-8)
10 13 12
2 9 5 8 6 7
15 16
4 14 11
1 #
3 Fixed Holiday Table (8-2-9)
2230
- - - - - - - -
5 - - - - - - - -
End Action
- - - - - - - -
0000 - - - - - - -
- 2 - - - 6 - 8
2 - - - - - - - 0
0000 - - - - - - -
0000
0 - - - - - - -
0530
0000 0
27 0000
4 Start
0000
1 1 2 3 4 5 6 7
0 - - - - - - - -
# DOW
0000
Action Codes: 18. Max Green 30. None 19. Rest in Walk1. Permitted 20. Rest in Red2. Restricted 21. Free Lag Phases4. Veh Min Recall 22. Special Functions5. Veh Max Recall 23. Truck Preempt6. Ped Recall 24. Conditional Service7. Bike Recall 25. Conditional Service8. Red Lock 26. Leading Ped9. Yellow Lock10. Force/Max Lock 41. Protected Permissive11.Double Entry 42. Protected Permissive12. Y-Coord C Action Code = Phases added to normal setting13. Y-Coord D --------------------------------------------------------14. Free 100+Action Code = Phases removed15. Flashing 200+Action Code = Phases replaced16. Walk 217. Max Green 2 0000
3 - - - - - - -
0000
0 10
0 - - - - - - - -
8 0
0000
- - - - - - - - - - - - - - - -
0000
7 - - - - - - - - - - - - - -
- - - - - - - -
0000
- - - - - - - -
0000 0000
- - - - - - -
9 0000
6 0000
- - - - - - - 0
0000
0 0000 0000 0 0000
- - - - - - - -
12 0000
- - - - - - -
13 15
0 0000
0000 0000
- - - - - - -
0000 - - - - - - - -
0 - - - - - - - -
- - - - - - -
0000 0000 - - - - - - - -
- - - - - - -
11 0000
14 - - - - - - - -
0 - - - - - - - 0
Hebrew
- - - - - - - -
118
Holiday
North Latitude
Ped Recall
Local Time Zone 8
West Longitude
34 YES
- - - - - - - -
Sabbath
Solar Clock Data (8-4)
TOD Functions (8-3)
Phases
Sabbatical Clock (8-5)
Daylight Saving (8-6)

HOLIDAY TABLES
PAGE 9 CHECKSUM: 6C6F
Location: 168EB @ Herndon E.
16 0000 0000 - - - - - - - 0 - - - - - - - -
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 Month Sunday Enable
Start
End
None None None None
6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2276 AGENDA ITEM NO. 6.

COMMUNICATIONS
C2 (6-1-1) C20 (6-1-2) C21 (6-1-3)
Address Protocol Access Level Baud Parity Data Bits Stop Bits RTS On Time RTS Off Time Handshaking 0 0 0
AB3418 AB3418 AB3418
None None None 1200 1200 1200 None None None
8 data bits8 data bits8 data bits
1 stop bit 1 stop bit 1 stop bit
20 20 20 20 20 20
Normal Normal Normal
00 Data

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

00.0 00.0 00.0

00.0 4
00 # OP

00.0 00.0
Data Data

00.0 00.0

00.0 00.0
OP

00.0 00
Data
00 00 00

00.0 00
00 00.0
5 00.0 00.0 00.0

00.0 00

00.0 00.0 00.0 00.0 00.0
8 00.0

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

00.0 00.0
00 00

00.0 00.0

00.0 00.0
00 7 00.0 00
00 00

00.0 10

00.0 00.0 00
00 00

00.0 00.0

00.0 00.0
00 00.0

00.0 00 00.0
11 00

00.0 00
14 00
16 00.0

00.0 00.0

00.0 00.0
00 00
00 00 00

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

00.0 12

00.0 00 00.0

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

SOFT LOGIC

CALLBACK NUMBERS
IP Address
1 Broadcast Netmask
53 255
Network (6-4) Address
27000
10 Gateway 254
35 53 50
50 10
Port IP Mode Static IP Protocol
255
50 AB3418
255
53 0
10 255

NETWORK
Soft Logic ( 6-2 )
PAGE 10 CHECKSUM: 9FDF
Location: 168EB @ Herndon E.
0-Full Access1-Status Only2-Status, Set Pattern, Time3-Status, Set Pattern, Time, Manual Plan4-Reserved5-Full Access with No Set Pattern6-Full Access with No Set Time7-Full Access with No Set Pattern, ManualPlan8-Full Access with No Set Time, Pattern,Manual Plan Central Access Field Access
0 0
Access Levels
SPAT
Port
Protocol
Address
0 None
0 None
0 0 0 0
SPAT Network (6-5)
1 2
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 ATSPM Enabled
*Refer to User's Manual for Data and OP Codes6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2277 AGENDA ITEM NO. 6.

RAILROAD PREEMPTION
RR 1 Timing (3-1-1) Phase Flags (3-1-2) Pedestrian Flags (3-1-3) Overlap Flags (3-1-4) Delay
Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Phase Green Overlap Green Veh Permit/CallPed Permit/Call PR Sign 2 Max On RR 2 Timing (3-2-1) Phase Flags (3-2-2) Pedestrian Flags (3-2-3) Overlap Flags (3-2-4) Delay
Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Phase Green Overlap Green Veh Permit/Call Ped Permit/Call 0 15 - 2 - - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 5 - 2 - - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 0 - 2 - - - 6 - - - - - - - 1 2 3 4 5 6 7 - 2 - 4 - 6 - 0.0 00.0 5 0 15 - - - 4 - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 5 - - - 4 - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 0 0 - 2 - - - 6 - - - - - - - 1 2 3 4 5 6 7 - 2 - 4 - 6 -
Exit Parameters (3-1-5) Configuration (3-1-6)
Exit Parameters (3-2-5) Configuration (3-2-6)
Port
Max
0 30
Advance
Overlap Grn
Phase Termination
Clear Phase Green

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

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

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

5.8 No
EVD
(3-D)
PAGE 11 CHECKSUM: CFD4
Location: 168EB @ Herndon E.
0 1 - - 4 - - 7 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - 8 - 2 - - - 6 - - - - - - - - - - - - - - - - - - - - 1 2 3 - - 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - 6 - - - - - 4 - - - 8 - - - - - - - - - - - - - - - - - - APP

0.0 XR
12 0.0

0.0 0.0
PR

0.0 XR
12 0.0

0.0 0.0
Valid Inputs: 1.x, 2.x, 3.x, 4.x, 5.x, 6.x, 7.x, 8.x x=1 to 8Valid Outputs: 11.x,12.x,13.x,14.x,15.x,16.x,17.x,18.x x=1 to 8 Gate

0.0 Sign 1

00.0 Latching
No
Gate APP Sign 1 Sign 2 Max On Latching

0.0 0.0 00.0 00.0 5 No
Valid Inputs: 1.x, 2.x, 3.x, 4.x, 5.x, 6.x, 7.x, 8.x x=1 to 8Valid Outputs: 11.x,12.x,13.x,14.x,15.x,16.x,17.x,18.x x=1 to 8 © 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 Isld

0.0 0.0
Isld
6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2278 AGENDA ITEM NO. 6.

INPUTS 7 Wire I/C(2-1-5-1)
Input Port Input Port
Enable R1 Free
Max ON R2 D2
Max OFF R3 D3
Manual Control(2-1-5-2)
Input Port
Manual Adv
Adv Enable
Cabinet Staus (2-1-5-3)
Input Port
Flash Bus
Door Ajar
Flash Sense
Stop Time
Special Function (2-1-5-4)
Input Port
1 2 3 4
Battery Backup (2-1-5-5)
Port Operation
Y-Coordination (2-1-5-6)
Port C Port D
No 0.0 0.0
0 0.0 0.0 0 0.0 0.0

0.0 0.0

0.0 0.0 6.7 6.8

0.0 0.0 0.0 0.0

2.7 Flashing 0.0 0.0
24 10
9 7 28
1 14 12
5 6 26 8
13 11
4 X 0
B
0 0
Loadswitch Assignments ( 2-1-6 )
A 2 22 3
OUTPUTS Loadswitch Codes: 41 Protected Permissive Flashing Phase 1 0 Unused (no output) 43 Protected Permissive Flashing Phase 3 1- 8 Vehicle 1-8 45 Protected Permissive Flashing Phase 5 9-14 Overlap A-F 47 Protected Permissive Flashing Phase 7 21-28 Ped 1-8 51-57 Special Functions 41-47 Special Functions 71-72 Seven Wire I/C + middle output of loadswitches 3 and 6Channel 9 and 10
PAGE 12 CHECKSUM: 6828
Location: 168EB @ Herndon E.

INTERVAL CONTROL
Interval Control Phase Control (3-3-2) Phase Recalls (3-3-3) Phase Permissions (3-3-4) (3-3-1) Time Hold Force Advance Veh Call Ped Call Int Call Phs Permit Ped Permit Overlap Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 Step 7 Step 8 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Configuration (3-3-5)
Input Port Delay
1 2

0.0 0 0.0 0
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2279 AGENDA ITEM NO. 6.

Y-Coord Plans (7-C,D) Long Grn No Grn Offset Perm 1 2 3 4 5 6 7 8 Coord Lag Min Recall Restricted Plan C Plan D
0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - Force-Offs
0 Phase 1
Minimum
Phase 5
Minimum
0 0
0 0
Green
Extend
Early
Green
Phase 6
Minimum
0 0 0
Phase 7
Minimum
Inhibit
Cycles
0 0
0 0 0 0
0 Local Plans (3-E) 1...9 11...19
Plan 2 0
Phase 2
Minimum
0 0 0
0 0
Phase 8
Minimum
0 Phase 3
Minimum
Plan 1
Phase 4
Minimum

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

0.0 0.0
Clearance

0.0 - - - - - - - - 0.0 0
Passage Slave Input Sign Output Det 3 Port CarryOver Det 4 Port Phase Green Det 2 Port Next Priority 0 0 0.0 0.0 0
Truck Priority (3-F)

TRUCK PRIORITY

YELLOW YIELD COORDINATION
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor PAGE 13 CHECKSUM: 86F7
Location: 168EB @ Herndon E.

Green Factor 0 0 0 0 0 0 0 0 0 0 0
***
Input
Type Stop Go
Queue Jump (3-E-4)
Grn Hold Hold Phase
- - - - - - - - - - - - - - - -
0 0
© 2017 California Department of Transportation, All Rights Reserved TSCP 3.10 Port
Output

0.0 OPT 0.0 OPT
0 0 0 0
6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2280 AGENDA ITEM NO. 6.

Location: 168EB @ Herndon E. Caltrans TSCP Ver 3.10
Model ID Model 2070
Manufacturer ID
AB3418
Caltrans TSCP Ver 3.10
Protocol Revision ID

CONTROLLER ID
© 2017 California Department of Transportation, All Rights Reserved6/10/22, 9:40 AM 168EB@Herndon E. / 168EB at Herndon E. - 42168012.5 2281 AGENDA ITEM NO. 6.
2282
AGENDA ITEM NO. 6.
2283
AGENDA ITEM NO. 6.
2284
AGENDA ITEM NO. 6.
2285
AGENDA ITEM NO. 6.
2286
AGENDA ITEM NO. 6.
2287
AGENDA ITEM NO. 6.
2288
AGENDA ITEM NO. 6.
2289
AGENDA ITEM NO. 6.
2290
AGENDA ITEM NO. 6.
2291
AGENDA ITEM NO. 6.
2292
AGENDA ITEM NO. 6.

Movement I NBL SB EBL WB SBL NB WBL EB
Phase Options+ (1 .1.3] Unit Params f1 .2.11
Times 11.1.11
Min Green
Gap, Ext
Max 1
Max 2
Yel Clearance
Red Clearance
Walk
Ped Clearance
Red Revert
Add Initial
Max Initial
Time 84 Reduct
I 1 2 3 4 5 6 7 8 Options+ 1 2
9 8 8 8 9 8 8 8 Reservice
2 3 2 4.7 2 3 2 4.7 PedClr Thru Yel
35 40 35 40 35 40 35 40 SkipRed-NoCall
3 1

4.7 18
3 5 3
19 4.7 3
18 Red Rest
5 Max II
1 Max Inhibit
7 Ped Delav
23 Red Rest on Gap
1 Confliclina Phase
Gm/Ped Delay
Omit Yel, Yel P
19 Ped OuUOlo Ped
3 4 5 6 7 8 Startup Flash 0
MCE Timeout O
Loe Fish Start OFF
Yellow< 3" OFF
Allow Skip Yel OFF
Start Red Tm 0
Keo Keven
Auto Ped Clear
Display Time
Tone Disable
AudioPedTime
Phase Mode
1 OFF
10 OFF
OFF
STDB
Disable lnit Ped OFF CNA FreeTime 0
TOD Dimming OFF Diamond Mode 4Ph
ST over Prmpt OFF Free Ring Seq 1
Feature Profi le 1 10 Mode AUTO
Phase Seq. (2 ring) Chart [1 .2.4]
Seq ~ Rina Phases
1 1 1 2 3 4
2 5 6 7 8
2 1 1 2 3 4
2 6 5 7 8
Mx Seek TrkTm O Max Cyc Timer O 1 2 1 3 4
3 Mx Seek Dwell O CycFII Actn ALARM 2 5 6 7 8
PrmpVExt Coor EXT Clrnc Decide OFF 1 2 1 3 · 4
0 0
0 0
0 0
0 0
0 0
0 0
0 0 4 Cars 84 Reduct StartYel Next P 3 7 Aux Switch STOPTM LPAlt Srs OFF 2 6 5 7 8 0 - TimeToReduce 12 11 12 11 Times+[1 .1.7ii'"l ~.,..."""""l-...,..-.,...-,l""'""....,.-..--t 5 _ 1_ ..... _1.,.__2 __ 3-+-_4 _____ 0--i Reduce By Phase Concurrency [1 .1.4] 1 2 3 4 5 6 7 8 2 5 6 a 7 o o Min Gap 2 1.8 2 3.1 2 1.8 2 3.1 t=====P=h::;:a=se=====li=R=in==:=c=S==ta'='rt='U~P=:::;C=on::::c=u;:::rre=n=t :;:::Ph===a=s::;::es====t---:-:w,-a--=:-1k2----l!-=o-+_o=-+---=-o + ...:o-+_o=-4-.:.0+ ...:o-+_=-l o l 6 _...!_ ___ 1+-_2 __ 31---4+-_04-----10 DyMaxlim 45 1 1 RED 5 6 0 0 BikeClr o o o o o o l o o 2 6 s 8 7 o o Max Stec 5 -- - 2-- 1 YELLOW 5 6 0 0 GrnFlash 0 0 o o o 0 o o 1 2 1 3 4 o o t-O-,o-tio""'n•s-f1-.1-.2-!1--.l ....... 1--2-.--3--4....,.-5-...-6- - 7-.--8----1- --3 1 RED 7 8 0 0 StClrMn O O o o o O o o 7 2 5 6 8 7 o o Enable X X X X X X X X - 4---1---,1-+----=R-=E=- D--t---7--+--8-+--o-+-o-t--+--::::sr""c1,.,.rN,....oF;::-ls..,.h-+-oF-F+-O-FF-+-O-F-F 1-0- F-F+-O-FF+--O-F-F ... O_F_F+--O-FF- lf---+--"1'---+--2+-.....;..11--...:3+---'4+---'-lo e---=-lo 8 Min Recall 5 2 RED 1 2 0 0 2 6 5 8 7 o o
Max Recall 6 2 YELLOW 1 2 0 0 1. SDLC Param eters [ .3.2] Manual 1 1 2 4 3 o o Ped Recall ··-- --·-7 - -·-t-2-;•-R-E-:-D---1,--3-+--4-t--O-t--0-,--11------------=.---=-----1t Check 9 2 5 6 7 8 O O Soft Recall - - - 8 . ---it-:2-+---=R-=E=-D-t---:-3-+---,4-+---,0-+-0:--+--+-----------t-----11===0===1! 1 1 2 4 3 0 0 Lock Calls ------ g ··----- RED O O O O TS2 Detector Faults OFF OFF 10 t-2-+-6-+--51---7+--84-----10 '---lo Auto Flash Entry -- 10 - -1---1----,R::-:E:::D:--f-o-+-o-t-o-+---o--t-- +---------... SP_E_C_I_A_L....._ ............. --,jj---i--= 11 , _ _-4---= ___ +---'I ,__ - _____ .:.+---=-3-1---...:0:+---=-10 4 _, Auto Flash Exit 11 RED O O O O INSTRUCTIONS: 2 5 6 7 8 O O Dual Entry X X X X --12.-----11-----,1---R-ED- +-0-+- 0-+--0-1--0--1----1 1 2 1 4 3 O o 12 ···-2-t--t---+--+--l---+----i Enable Simul Gap X X X X X X X 6 5 7 8 0 O Gaurantee Passage Comm Ports [6.61 Comm [6.21
13 ,__1 _ _ 1 __ 2,___4 __ 3 __ ........ 0 _o
Rest In Walk Channel Port Echo Mode Port I Baud Rate FCM 2 5 6 8 7 " o - Conditon Service Async 1 SP1 NONE O 1 9600 6 14 1 1 2 4 3 o Non-Actuated 1 Async 2 SP2 NONE O 2 9600 6 2- 1--6+--5-+--81---7.-- 0._----10 Non-Actuated 2 Async 3 SP8 NONE O 3 1200 0 1 2 1 4 3 0 o Add lnit Cale Async 4 OFF NONE O 4 1200 0 15 2 5 6 8 7 O O Sync 1 SPSS ~~~.....;, Comm [6.5] 'l'========l;:::::::::========ll Host IP* 16 _ 1 _ ___ 2 1 ,__ _____ 4 3 0 0 _, Sync2 SP3S IPAddress: 10 128 o 96 11--1o __ s_o __ 11__ 1_s ......, ........... 2....,_.....,.6.._,..,s....,.,....., s..,__1 ___ 0...._---10 €zo t----~-:_ti~-~_: ___ .._AN_si_:_~_3 ______ __.~~G~:-t_:-: _~==y=: ... 2_150_5 _~~_:_2-~5_2_~_.4 *Host IP must be /.\dvance Warning t~-1-~m GPS NONE Port#: 5096 entered manually. Aux Out #1 o o c=i Aux out#2 o o
= NAME: Fowler at Shepherd ID: 186 Configuration: Standard File V76.7D ATMS 1.5.45.263
Prepared by: Date Installed: Date Printed:

Installed by: Date Superceded: 1/5/18

Page 1 ends

2293
AGENDA ITEM NO. 6.
[2.1] Coard Modes+
TestOpMode
Correction LONG
Maximum MAX1
Force Mode FIXED
Flash Mode CHANNEL
Coord Modes+ (Page 2)
FreeonSeqCh OFF
Closed Loop OFF
External OFF
Laich Sec F re OFF
Stop-in-Walk OFF
Ped Recycle NO_RECYCLE
Expand Spit OFF
Easy Float OFF
Auto Reset OFF
NTCIP Yield + I
Leave Walk
Before TIMED
"O ,_
Cl,)
.i:::

0. (I)
.c:
en
.....

Ill
,_
a,
l
0 lJ.
(0
co
'<""
0 Alter TIMED
Date Printed:
1/5/2018
[2.41 Patterns [2.7.1-241 S )lits f2.5T Transition
Pat# Cyc Off Split Seq Split 12.7] 2 3 4 5 6 7 Pat# Short Long Dwell Split 0 o I o 0 0 0 0 0
0 Crd-P 17 0
Mode NON NON NON NON NON NON NON NON
Split O O 0 0 0 0 0 0
0 0 0 2 Crd-P 2 17
Mode NON NON NON NON NON NON NON NON
Split D D D O O 0 0 0
3 0 0 0 3 Crd-P 3 17 0
Mode NON NON NON NON NON NON NON NON
Split 0 D O O O D 0 0
4 0 0 4 Crd-P 4 17 0
Mode NON NON NON NON I NON NON NON NON
Split O O O O O O I 0 0
5 0 0 0 5 1--Cr_d·_P +---,1-----+--+----i--+I _J __ j_ --1 Mode NON NON I NON NON NON NON I NON NON
5 17 0
Split O O O O O 0 0 0
6 0 0 Crd-P 17 0
Mode NON NON NON NON NON NON NON NON
Split O O O O O O O 0
7 0 0 7 Crd-P 7 17 0
Mode NON NON NON NON NON NON NON NON
Split O O O 0 0 0 0 0
8 0 0 0 Crd-P 17 0
Mode NON NON NON NON NON I NON NON NON
Split 0 0 0 0 0 0 0 0
9 0 9 Crd-P 9 17 0
Mode NON NON I NON NON NON NON NON NON
Split 0 o I o 0 [ 0 0 o I 0
10 0 10 Crd-P 10 17
Mode NON NON NON NON NON NON NON NON
30 0 0 30
1-S~pl_it-1-_0_,_0_~J_O_,. 0 0 0
1-c_rd_·P-1-_l,--;l--l[_·,I _____ ,I _ _,
0 0
30 17 0
Mode NON NON NON NON NON NON NON NON
Spilt O O O O O 0 0 0
31 0 31 Crd-P 31 17 0
Mode NON NON NON NON NON NON NON NON
Split 0 0 0 0 0 0 0 0
32 0 0 0 32 Crd-P 32 17 0
Mode NON NON NON NON NON NON NON NON
PAGE2
No Shortway 0 E-Yld I Offset I ::i~ I Flt I Veh I Ped I :i;E 0 0 0 0 0 BegGRN
0 0 D 0 0 BegGRN
0 0 D 0 0 BegGRN
0 0 0 0 BegGRN
0 0 0 0 0 BegGRN
0 0 0 0 .0 BegGRN
0 0 0 0 0 BegGRN
0 0 0 0 0 BegGRN
0 0 0 0 0 BegGRN
0 0 0 0 BegGRN
0 0 0 0 0 BegGRN
0 0 0 0 0 BegGRN
0 0 0 0 0 BegGRN
2294
AGENDA ITEM NO. 6.

Overlap 1-8 Program Parms & Parm+ [1.5.2.1] [1 .5.2.8) Preemption Options+ [3.6) Dwell Phases [3.2] Included 0 ! ' NORMAL Pre# Enable Tvoe Outout Pattern Sllio Co+Pre Flash I Max/Min Pre# Column 1 I 2 3 4 5 6 7 8 9 10 .. 1 Modifier 0 I ' ' ; Gm .....1..... ON RAIL TS2 OFF OFF OFF MAX Phases i i ' Conflict0 Yel 3.5 ......1_ OFF EMERG TS2 OFF OFF OFF MAX 1 Peds I A Conflict Olao Red 1.5 3 ON EMERG i TS2 OFF OFF OFF MAX Phases ! I I I .,___ 2
Conflict Ped LG ..__L ON EMERG TS2 OFF OFF OFF MAX Peds I Included 0 ' ! I :--1-- NORMAL ,__L ON EMERG 1 TS2 OFF OFF OFF MAX Phases 2 i 5 I 2 Modifier0 I Grn 6 ON EMERG TS2 OFF OFF OFF MAX 3 Peds I ' I Conflict 0 Yel 3.5 Preemption Times+ [3.1 ) Phases 4 I 1 i 1 \ ! I 4 ' I
B Conflict Olap Red 1.5 Pre # Delav MinDura MaxPres MinGm MinWlk PedClr Track Gm I Min Dwell Peds I Conflict Ped LG 1 _ I_ -+ i I ' I Phases 1 I 6 I i l I ~ I I -, 5 I
Included 0 i ! 1 I )--t---i i i NORMAL 2 I Peds ----,--. --- : 1 ---- 3 Modifier 0 I I Grn 3 I 9 60 _ _!_ ~ 23 9 Phases 3 I 8 I I I \ I ! I I Conflict0 Yel 3.5 ........L. _L 9 60 4 18 1 9 6 Peds I I I I I - C Conflict Olao Red 1.5 5 I 9 I 60 I I 4 22 ; 9 Track Clear Phases [3.21 Exit Phases 3.21 I -· -· I---
Conflict Ped LG 6 9 60 4 18 I 9 Pre# Phases No. Exit Phase Included 0 I i l I I i I NORMAL 1 I ! I 1 I I
1-- ·- - : 1-- ---·!--1 I I
4 Modifier 0 Grn Preemption, Options+ [3.3) 2 I I 2
Conflict0 Yel 3.5 I -
__I : I - Pre# Lock Over-ride Over-ride Higher Flash Dwell Link 3 3 t l D ConflictOlap Red 1.5 lnnut Auto Flash Preemnt# 4 ! I 4 - - Conflict Ped LG 1 ON ON ON ON 5 -( 1-l-- _§_ ! i ! I I I ' I - - -- I - Included 0 NORMAL -1..._ ON ON ON OFF 6 6 5 Modifier0 t- - - -----i----- ,---+
I l I Grn _L ON ON ON OFF Overlaps+ [3.5]
Conflict 0 Yel 3.5 4 ON ON ON OFF Pre# Preemot Overlaos + - E Conflict Olap Red 1.5 --2.._ ON ON ON OFF Track I l ', I I I Conflict Ped LG 6 ON ON ON OFF 1 Dwell I
Included 0 I • I f ' ' J NORMAL Preemption, Times+ (3.4] Track I \ ! I I !- :-'- !- ~--~ 6 Modifier0 I ' ! I ; I i Grn Pre Extend Return 2 Dwell I ' Ped Cir Yel Red Conflict0 Yel 3.5 No. Dwell Max Track I ! i t
F Conflict Olao Red 1.5 1 ! I i ' 3 Dwell I
Conflict Ped LG 2 Track I ! I I
I \ i
Included 0 ! ! i I I I I NORMAL 3 ! ! 4 Dwell I
7 Modifier0 i-- i - ;- -,- ·- - --'--- ; Grn 4 Track I I I i i l I • ; .1 I Conflict0 Yel 3.5 5 I 5 Dwell I
G Conflict Olap Red 1.5 6 Track I ' i r I ' i
Conflict Ped LG 6 Dwell -i-~ I
Included 0 ! I i __ J i i
I NORMAL - 8 Modifier0 i r- i-·-1- i i Grn Low Prioritv Preemots [3.X· where X = 7 thru 101 Times n Advance rimes [3.x.8J - I Conflict0 Yel 3.5 Pre# Enb C+P Lock NoSkin Qlumo AltTbl Min IMax I Lock Priortv Phases 1 2 3 4 5 6 H Conflict Olap Red 1.5 7 OFF OFF MAX OFF OFF 0 0 0 0 0 0 0 YelChnq ' - -- Conflict Ped LG 8 OFF '--- OFF MAX OFF OFF 0 0 0 0 0 0 0 RedClr Unit Parameters [1 .2.1] 9 OFF OFF MAX OFF OFF 0 0 0 0 0 0 0 TrkYelChng I - - Stop Timer Over Preempt OFF 10 OFF OFF : MAX OFF OFF 0 0 0 0 0 I 0 0 TrkRedClr ' Preempt or Ext Output EXT OLP GENERAL PARAMETERS [1 .5.1) - Max Seek Track Time ·-·-·ir ..

Lock Inhibit OFF CITY OF
:►. -· Max Seek Dwell Time 0 Conflict Lock Enable OFF
Channel Parameters 11 .8.31 Parent P Clearance OFF CLOVIS Pre Invert Rail lnout OFF Xtra Incl Phases OFF ,-, ' . - lnhibi!Locklnterval Alwavs Name: Fowler at Shepherd ID: 186
Date Printed:
1/5/2018 Paae3
2295
AGENDA ITEM NO. 6.

CHANNEL SETTINGS [1.8] plus UNIT PARAMETERS [1.2.1]
CHANNEL SETTINGS [1.8.1] Chan Settings [1 .8.2]
Channel 1 2 3 I 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Phase I Olap # 1 2 3 4 5 6 7 8 1 2 3 4 2 4 6 8 1 3 5 7
Channel Type VEH VEH VEH VEH VEH VEH VEH VEH OLP OLP OLP OLP PED PED PED PED PED PED PED PED VEH VEH VEH VEH Channel Flash RED RED RED RED RED RED RED RED RED RED RED RED ORK ORK ORK ORK ORK ORK ORK ORK ORK ORK ORK ORK Flash 1-2 Hertz

Page 1 ends

CHANNEL PARMETERS [1 .8.3] CHANNELS+ [1 .8.4]
CH 17-24 Mapping: DEFAULT Channel 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ----- -------· D-Conn Mapping: NONE Flash Red Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off Off -- Invert Rail Inputs: OFF Flash Yellow Off Off Off Off Off Off Off Off Off I Off Off Off Off Off Off Off C1-C11-ABC 10 Mode: AUTO lnh Red Fl in Preempt Off Off Off Off Off Off Off Off Off I Off Off Off Off Off Off Off 10 PARAMETERS [1.8.6] Olap Ovrd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C1-C11-ABC 10 Mode: AUTO -· ------ C
1 LOVls ,~
D-Conn Mapping: NONE ·- T & F BIU Mapping DEFAULT
Invert Rail Inputs: OFF . . , . .,.,. ... - · ... . EVP Ped Confirm OFF 1/0 LOGIC [1 .8.7] Ped Parms (MM>5>4) Result Function OP Function OP Function OP Timer Row#
1/0 Fen Inv 1/0 Fen Logic Inv 1/0 Fen Logic Inv 1/0 Fen Logic Dly Sec Det# Call No Max Err 1 I ' 0 - I ----- 0 - I ---- 0 - I ---- 0 DLY 0 Act Pres Cnt 2 I 0 - I -- 0 - I ---- 0 - I ---- 0 DLY 0 1 0 0 0 I 0 - 3 I 0 - I ---- 0 - I ---- 0 - I ---- 0 DLY 0 2 2 0 0 0 -- - - - - 4 I 0 - I ---- 0 - I --- 0 - I -- 0 DLY 0 3 0 0 0 0 5 I 0 - I ---- 0 - I --- 0 - I ---- 0 DLY 0 4 4 0 0 - -0 - 6 I 0 - I --- 0 - I ---- 0 - I ---- 0 DLY 0 5 0 0 0 0 7 I 0 - I ---- 0 - I ........ 0 - I ---- 0 DLY 0 6 6 0 0 0 Page4 8 I 0 - I --- 0 - I --- 0 - I ---- 0 DLY 0 7 0 0 0 0 Date Printed:
9 I 0 - I ---- 0 - I ---- 0 - I ---- 0 DLY 0 8 8 0 0 0 1/5/2018 10 I 0 - I --- 0 - I - 0 - I --- 0 DLY 0 ID: 186
2296
AGENDA ITEM NO. 6.

Veh Par 1-32 [5.1)
Del
#
1 2
3 4
5 6
Input
Slot
lllU
212U
2l2L
213U
213L
2l4U
Call
0 1
2 2
2 2
2 7 315U 3
8 4l6U 4
9 4l6L 4
10 4l7U 4
11 4l7L 4
12 4l8U 4
13 l19U 1
14 3l9L 3
15 SJIU 5
16 6J2U 6
17 6J2L 6
18 6J3U 6
19 6J3L 6
20 6J4U 6
21 7J5U 7
22 8J6U 8
23 8J6L 8
24 8J7U 8
25 8J7L 8
26 8J8U 8
27 5J9U 5
28 7J9L 7
29 2l11U 2
30 4111L 4
31 6JIIU 6
32 SJ I IL 8
33 IIIL
34 2l4L 2
35 3l5L 3
36 418L 4
37 SJIL 5
38 6J4L 6
39 7J5L 7
40 8J8L 8
41 4II0U
42 4110L
43 8JI0U
44 8JIOL
ID:

Swi
0 186
Olay
10 10
Ext

1.1 3.7
2 2

1.6 0.1
Que
20 20
2 20
2 20
1 0.8
2 20
2 20

1.5 0.1
2 20
2 20
2 2
2 2
Name:
20 20
20 20
No
Act
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Max
Pres
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Err
Cnt
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Fail
Time
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
0 0
0 0
Fowler at Shepherd
Vehicle Options 1-32 [5.2)
Del
#
1 2
3 4
5 6
7 8
9 Call
X
X
X
X
X
X
X
10 X
11 X
12 X
13 X
14 X
15 X
16 17
18 X
19 X
20 X
21 X
22 X
23 X
24 X
25 X
26 X
27 28
29 30
31 32
33 X
X
34 X
35 36 X
37 38 X
39 40 X
41 42
43 44
Ext
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Que
X
X
X
X
X
X
X
X
X
X
X
X
Add
lnit
Red
Lock
X
X
X
X
Yell
Lock
X
X
X
X
occ
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Parameters+ 1-32 [5.3] Info Only
vol
Del Occupancy Delay
t--# t--G.,....-....--Y;.._,,;..-,R~f--1 -.-:-2--l Type Src 11---D-ir-.---T-yp-e---11 X 1 X X NORM NBL1
2 NORM
3 NORM
4 NORM
5 NORM
X
X
6 X X NORM
7 X X NORM
8 NORM
9 NORM
X 10 X X X NORM
11 NORM
X 12 X X NORM
13 14
X 15 X
16 17
X 18 X
19 X 20 X
X 21 X
22 23
X 24 X
25 X 26 X
27 28
29 30
31 32
33 X 34
35 X 36
37 X 38
39 X 40
41 42
43 44
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
NORM
SBT1
EBL1
WBR1
WBT1
SBL1
WBT2
NBT1
WBL1
EBR1
EBT1
SBT2
NBT2
EBT2
Det
#
1 2
3 4
5 6
7 8
9 10
11 12
13 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 - 32
33 34
35 36
37 38
39 40
41 42
43 44
Vol/Occ Period
O Seconds
15 Minutes 1/5/2018 Page 5
2297
AGENDA ITEM NO. 6.

Alt# 1 Times Table 11 .1.6.1 Alt# 2 Options Table 11.'I .6.21 'Alternate fables [2.6] Column# ... -> 1 2 3 4 5 6 7 8 Column# -> 1 2 3 4 5 6 7 8 Pat# POpt I PTime I DetGrp Call/lnh Olp Off -- ASC CNA1 Max2 Dia Assian 0 Assign 0 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8
Min Gm Lock Calls . . . . . . . 1 1 I I I I I I I 0 Off OFT - -- . - Gap, Ext Soft Recall . . . . . . 2 2 0 Off OFT ---- ··- - .. 3 Ma I I x 1 . Dual Enrty . X . . X . . 0 Off OFT --·· Max2 Enabl SimGao X X X X X X X X 4 I 0 Off OFT -- -- -- ----- - 1--- YelClr 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Gaur Passaqe I I . . . . . . . 5 0 Off OFT -- - Red Cir 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Rest In Walk . . . . . . . . ---r I 0 Off OFT - ·- ---- - ----- ·- - - -- Walk Cond Service . . . . . ---=r- I I 0 Off OFT ----· i.- -·- ·--- ---- - Ped Cir Reservice . . . . . . . . 8 l 0 Off OFT " - - - - ~- ··- - _ ,... ___
Alt# 2 Times Table (1 .1.6.1 Non-Act 1 - ~ I I . . . . . . . . I 0 Off I OFT - x- - x- Column# .. . -> 1 2 3 4 5 6 7 8 Red Rest X X X X X X ---w- I 0 Off DFT -- - ....... --. ---1-- Assiqn 0 Max2 . . . . . . . ---n- I 0 Off ' OFT
Min Gm - --·--· -------- -1----- - - - ··-- -··--,-- - 72'"'" Ped Delay I . . . . . . . . 0 Off OFT ---- ----- .....__ ------ ·- 1== - - -· -·-- --,.._ - Gap I , Ext Conflicting 01 13 I I I 0 Off ' OFT ·- .. ,_ ·-··--,__ t--·- - - ·- ·- - -- --·- -- - Max 1 Conflictinq 02 14 I I I I 0 Off OFT ·---- - ---·--- - ---- _,.._a- . - Max2 ' Alt# 3 Ootions Table 11.1.6.2] 15 I I I I I I 0 Off OFT -- -~- YelClr 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Column#-> 1 2J _ 3_ 4 5 6 7 8 16 I ' I I I I 0 Off OFT -- - - - - - ----·- - .. ,- - - ,_ -- - - 17 I Red Cir 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Assiqn 0 I I I I I 0 Off OFT -- - ---- r-·-· - - ·- 1---- --~ - - -- 1--- Walk Lock Calls X X X X X X X X 18 I I I 0 Off ! OFT ·- - 1-- ,___. -- --·i- - --- ,-. --·-- - ... - ... ,-.

Ped Cir Soft Recall . . . . . ··-·- ·---. ·---- · --79 I 0 Off ' OFT --- -1-- - . - 20 Dual Enrtv I . . . . . . . . I I 0 Off OFT --- ,_ --- --·- - Alt# 3 Times Table [1.1 .6.1 Enabl SimGap X X X X X X X X '21 I I I I I I 0 Off OFT - ---1-- ·-- ---- - 22 Column# ... -> 1 2 3 4 5 6 7 8 Gaur Passaqe I I . . . . . . . . 0 Off OFT - ·- - - ----- - i--- Assiqn 0 ...... + - Rest In Walk . . . . . . . 23 I I 0 Off OFT . - - ·---- - ---·· -- ··-·- --- -· ·-·-- -- 1-- nr I I MinGrn Cond o- - off Service . . . . . . . . I DFT -- - -1= --·---· ,_ ·- ---·- - - i--.---- ____ ,._ - Gap, Ext Reservice . . . . . . . . Max 1 - ,-. ,. _ c-------- - - - --· Non-Act 1 . . . . . . . . Time Base Parameters [4.6] Max2 ·-···-· 1---•- --··-·-·- --·- --- ----- - --· ·• - Red Rest . . . . . . . . Daylight Savings Time ENABLE . -- - -- - -·- - .. --- YelClr 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 Max2 . . . . . . . . Time Base Sync Ref 0 - ---- ------ . --- - - ·- -·-· -- _,. ___ Red Cir 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Ped Delay . . . . . GMT Offset + 0 ·-···-- . - --··- -- - - --- - i-.-~-- - ----- -- ---- - ···---·- - Walk Conflicting 01 Daylight Savings Mon Week Ped Cir I I
__ ..
>-- --~
--1- Conflictinq 02 I Spring 0 1
Alttl 4 Ootions Table [1 .1.6.2) I Fall 0 1
Alt# 1 Ootions Table 1.1.6.21 Column# -> 1 2 3 4 5 6 7 8 - --·-----,_ ----- Column# -> 1 2 3 4 5 6 7 8 Assian 0 •-•- Assiqn 0 1 2 3 4 5 6 7 8 Lock Calls X X X X - ---- X X X X -- - - -- -- ,..._ i---~ --·-- ·- ,-•- Lock Calls . - . I . . . . Soft Recall . . . . . . . . C 1 LOV1s·~ ---·- I ---- -·- - -·--- -- Soft Recall . . . X . . . X Dual Entry . . . . . . . . x--=-ix ·- ·- - I---- - --- Dual Entry . X . X . Enabl SimGao X X X X X X X X - ---- - - Enabl SimGap X X X X X X X X Gaur Passage . . . . . . . . , -,;_,. -- -- - - -,-
Guar Passaae . . . - . . . Rest In Walk . . . . .

Rest In Walk . - - - - - - - Cond Service - - - - - - - ·---- --- - Cond Service . . . . . . . . . Reservice . . . . . . . . -·-- -- . ... - Reservice . . . . . . . . Non-Act 1 . . . . . . - - - -- Non-Act 1 . . . . . . . . Red Rest . . . . . . - -- I---- Red Rest . . . . . . Max2 . . NAME: Fowler at Shepherd . . . . . . - Max2 . . . . . . . Ped Delay . . . . . . . . - - Ped Delay . . . . . . . Conflictinci 01 1/5/2018 186 Page 6 ID: - Conflictina 01 I Conflicting 02 - Conflictina 02 I 2298 AGENDA ITEM NO. 6.

Annual Schedule 4.31 Month I Dav of Week I Date Dav I ~ 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 Plan To 1 ~ x x ~- x x~ x xJx][ x l xi x[ x[ xJ x[xJ;i x,x1x x:x xixxlxTxl~!x/xlxlxlx!xlx!x!x\xlxlxlxlxlx!x)xlx[xl ,l 1 1'0:

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 ; 2 cr-1 i l l I I I [ i I J -- I I J -r CI:] [J-=i-:7 . i . ·I . i · l=t.:.ll~ . ..1 -1 -1. I -1ir· -_l ~-L-1 . i --1 . ,-. , ·I· I . i ·I· I I 1 l[ I 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 . -· - 1 3 J. ___ I:I ' i-·~l,T~-r- __ J I J l LL :-:-1 ·I· I· I . ! . I 1·-. . ·=-1 =r:rr=T-TI -1 · I :_1-~-r':l-=-r=1-TT-·-. . . . . .! 1 I' IT 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 4 ci-crn 7 ,]- -=:I I r-1:-_L _ r _j_J -- J :1 :.I1-: r -1 -TTJ - ~[T-JT-r17::r·rr1 -1: 1 -1-1 -1-f -1-1-1 1 r 1 1, o
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 5 □-- r-i:.--l 1-1 ~ r ··r-:.r-r., -1 I I l r _ r IL~ -=-1:1 =-1-:n -1 -1-: :l:1.:Ij_.J TI -[J -f -1 -I -TJ?Cl :TI-1 -1 ~E LLJ r o 6 J F M ~ M J J_ A ~ Q ~- D S ~ T W T F S 1
-~ _2 3 4 5 6 L __ 8 9 l.!Q 1..!_ 12 13 14 15 16 1? 18 19 20 , 21 22 23 24 25 26 27 28_ 29 30 _31 er__ l_r __ 1 1 n r _J..l] _ r: 17- r_1_ r J ~:11T-r-t-1 -, -r-=-f-1-07 -ITJ :1:1J~L1 :r=r-[:JTTC-. -u 1 1 11 a 7 J ___ F , _ry, A . ~ J J A s o N o s M T w T F s _1 ~ 4 ~ ~ 1 8 9 10T 1\ 12 _13 14 15A, 11 18 19 20 21 2~ 24 25 2s 21 28 29 ~o 31 __ : _1 , 1 1 1 1 _ _I_ 1 __ 1 _j 7_ 1 1 _ [.1 .:J. • 1-1..:.1~ -.1 -.L.J .:.1.~-' 1 -r -1 ~Ll.:: ±r-1 -r -1_.:__i_:_.LJ_ -1 -1 -1 -i -E . rr 8 r j
1 _f._rli,.!'- -~-~ _J ~ 0 i-~ D S -~ T W T F S ~ \ 3 4 _ 5 6 !_, 8 9 1_~ 11 12 !_3 1i 15 J 6 _!! 18 ~~1 22 23 2\ 25 26 3!_ 28 - 29 -30 31 __ i : I I i 1 J .LJ I T I I_J J__ .-S.:1-IT]· I D :L · I . I..:l :L:--ri:I1 . i - 1 -1-! -1-, Tl -1TTT-! _ _!____i ~ 9 _J _ F 1 _fy1 A M J ~ 0 _N _!? S M T W T F S 1 2 3 4 ~ 6 ! ) 9 ~ -11 12 13 14 15 16 !} 18 ~9 _3Q/1.P 23 24 25 26 _27 28_29 30 _31 I I T777 1 ! 1-:=l ___ L _T l J _J_l_L -l-l-i-l-ET-1-l -] -1_:.FIJ -OJ -J-f- ·: -l-C -1-l-i -i-!-l-l-. 1 1 _o 10 ~ _F ., ~ A , M , J J A S O ~,-9 S ~ T W T F s~ 1 3.__ 3 ~·4-~ .!_ 7_} ~ 12 13 .!_4 15 _16 , 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 I '- i 1 . i , , -=r:r . , i 7-=i Ll , , . 8 -n -1 -, -r- 1 :r -, -I .:1:.n -r -, -1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 - 1 - , - . - 1 - 1 - 1 - 1 - r ~ 1 ro11 J. r ~ , M ~ M ~ A _S Q_~_ S M T W T F S 1 2 3 4 5 6 7 8 9 ~Q, 11 12 13 14 15-16~ 17~ 18 19 20 21 22 23 24 25 26 27 28 29 30 31 -====- .--=- 1 •_J j i 7 I !! I I I,, ]_ '._D_ I.__i~l -l-l-l-!-I.- I-ITJ -1]Tl -l -l-!-1-l-f-l-l-TTl -l-l-l-l-(-[l : 1 l c..J!__ 12 ·J .£.. ) 114'- ~ M~ J l -A ? o N o s M J:.. w T F s ~ .3 3 4 5 6 1 ~ ~ -~o -~1 12 13 1_4 15 ~!Z.- 1~ rn 20 21- 22 23 ?4 25 26 21 28 2~ 30 31 --== ' = T 1 1 1 . 1 1 T 1 1 1 , T -i - - 1 - : -17 -1 -1 -1 -1 -1 -I --i -T -1 -r -r=1 -\ -1 -1 -! -1 -1 -1·:-r:. 1 - - :tT-r-T11 1 1 o DAY PLANS [4.4] Comments:

Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Minute Table [4.5) Evt Hour Min Act Evt Hour Min Act Evt Hour Min Act Evt Hour Min Act Evt Hr Min Act Evt Hour Min Act Act Pat# A1 A2 A3 S1 S2 S3 S4 S5 S6 S7 SB P1 P2 1 1 2 1 1 I 1 1 I I 1 0 0 0 1 1 . . . . . . . . . . . 0 0 - .,___ ....._ 2 6 1 2 2 2 2 2 0 0 0 2 2 . . . . . . . . . . . 0 0
3 22 2 3 3 3 3 [ 3 0 0 0 3 3 . . . . . , . . . . . . 0 0 4 4 4 4 4 4 ,___ 0 0 0 4 4 . . . . . . . . . . . 0 0
5 5 5 5 5 5 0 0 0 5 5 . . . . - . . - . - ,___ ,_ . 0 0 6 6 6 6 6 6 0 0 0 6 6 . . . . . . . . . . . 0 0 - 7 7 7 7 ' 7 7 0 0 0 7 7 . . . - . . . . . . . 0 0 8 ' 8 8 8 8 I 8 0 0 0 8 8 . . . . . . . . . . . 0 0
Plan 7 Plan 8 Plan 9 Plan 10 Plan 11 Plan 12 9 9 . . . . . . . . . . . ·o 1 0 Evt Hour Min Act Evt Hour Min Act Evt Hour Min Act Evt Hour Min Act Evt Hr Min Act Evt Hour Min Act 10 10 . . . . . . . . . . . 0 0 1 I 1 ! 1 I 1 1 ! 1 0 0 0 11 0 . . . . . . . . . . . 0 0 2 2 2 2 2 2 0 0 0 12 0 . . . . . . . . . . . 0 0
3 3 ' 3 3 3 3 0 0 0 13 0 . . - . . - . . . . . . 0 0
4 4 4 4 4 4 0 0 0 14 0 . . . . . . . . . . . 0 0
5 5 5 5 5 5 0 0 0 15 0 . . . . I . . . . . . . 0 0
6 6 6 6 6 6 0 0 0 16 0 . . . . . . . . . . . 0 0
7 7 7 7 7 7 0 0 0 54 254 I • . . • I • . . . . . . 0 0
8 8 8 8 8 8 0 0 0 55 255 . . . . . . . . . . . 0 0
Fowler at Shepherd ID: 186 Date Printed: Name: Page7 1/5/2018 2299
AGENDA ITEM NO. 6.
# Alarm
1 Power Up Alarm.
2 StopTiminq
3 Cabinet Door Activation
4 Coordination Failure
5 External Alarm # 1
6 External Alarm# 2
7 External Alarm# 3
8 External Alarm# 4
9 Closed Loop Disabled
10 External Alarm # 5
11 External Alarm# 6
12 Manual Control Enable
13 Coard Free Input
14 Local Flash Input
15 CMU/MMU Flash Input
16 MMU Fault
17 Cycle Fault
18 Cycle Failure
19 Coordination Fault
20 Controller Fault
21 Detector SDLC Fault
22 MMU SDLC Fault
23 Critical SDLC Fault
24 SDLC Res. Frame Fault
25 EEPROM CRC Fault
26 Detector Diaqnostic Fault
27 Detector Fault from SDLC
28 Queue detector alarm
29 Ped Fault
30 Coard Diaqnostic Fault
37 Download Request
38 Pattern Chanqe
49 Preempt 1 Input
50 Preempt 2 Input
51 Preempt 3 Input
52 Preempt 4 Input
53 Preempt 5 Input
54 Preempt 6 Input
55 Preempt 7 Input
56 Preempt 8 Input
57 Preempt 9 Input
58 Preempt 10 Input
59 EEPROM Compare Fault
60 Coordination Failure
73 Controller Access
81 FIO Chanqed Status
Ev Air Call Phasesf1.1.5l Redirect Phasesf1.1.51 Inhibit Phases 1.1.5] X X 0 Phases Called Bv 0 From To From To From To From To 1 2 3 I 4 I 5 6 I 7 8 9 I 10 11 12 13 14 15 16 X X 1 1 1 . . . . . . . . . . . . . . . . • ! . 2 2 2 . . . . . . . . . . . . . . . . - - . - X X 3 3 3 . . . . . . . . . . . . . . . . - - . . 4 4 4 . . . . . . . . . . . . . . . . - - . . 5 5 5 . . . . . . . . . . . . . . . . - - . I . 6 . I . 7
. ! . 8
6 6 . . . . . . . . . . . . . . . . - - 7 7 . . . . . . . . . . . . . . . . - - 8 8 . . . . . . . . . . . . . . . . I - - • I . 9 9 9 . . . . . . . . . . . . . . . . - - . . 10 10 10 . . . . . . . . . . . . . . . . - - . I . 11 11 11 . . . . . . . . . . . . . . . . - - . . 12 12 12 . . . . . . . . . . . . . . . . - >-- X X 13 13 13 . . . . . . . . . . . . . . . . - >-- - . . 14 14 14 . . . . . . . . . . . . . . . - >-- I • I . 15 15 15 . . . . . . . . . . . . . . . . - X I X 16 16 16 . . . . . . . . . . . . . . . .

X / X Alt Call & Redirect# 1 [1.1.6.3] Alt Inhibit Phases # 1 [1 .1.6.31 X I X Col 0 Phases Called Bv 0 From To From To From To From To 1 2 3 I 4 I 5 6 I 7 8 9 I 10 11 12 13 14 15 16 · I - Alt Call & Redirect# 2 [1 .1 .6.31 Alt Inhibit Phases# 2 [1.1 .6.3] X X
X X
. .
. .

X X
. .

X X
X J X
X . X
x: X
. I .
. I .

I . I .
. .
. i .

X X
. ! .
. .

Col 0 PhasesCalledBy0 From To From To From To From To 1 2 3 I 4 I 5 6 I 7 8 9 I 10 11 - 12 13 14 15 16 Alarm Parameters [1.6.7.1]
Pattern Events: OFF
Local Txmt Alarms: OFF
Reassign User Alarm #1 In (5): O
Reassign User Alarm #2 In (6): o
t-'reempt tvents: OFF
ID: 186 Name: Fowler at Shepherd
Date Printed
1/5/2018
Pages
J
2300
AGENDA ITEM NO. 6.
1/0 Inputs -1.8.9.1 .5 ' 1/0 OUTPUTf ).8.9.2.5
C-1 1/0 Function Input Name C-1 1/0 Function Output Name C-1 1/0 Function Output Name PIN Source PIN Source PIN Source 39 11 -1 2 Veh Det2 1 Logic Grd 83 06-1 18 Red Ch 18
40 11-2 16 Veh Del 16 2 01-1 14 Red Ch 14 84 06-2 66 Gm Chan 18 41 11-3 8 Veh Det8 3 01 -2 62 Gm Chan 14 85 06-3 12 Red Ch 12 42 11-4 22 Veh Del 22 4 01-3 4 Red Ch 4 86 06-4 36 Yel Chan 12 43 11-5 3 Veh Del 3 5 01-4 28 Yel Chan 4 87 06-5 60 Grn Chan 12 44 11-6 17 Veh Del 17 6 01-5 52 Grn Chan 4 88 06-6 11 Red Ch 11 45 11-7 9 Veh Del 9 7 01-6 3 Red Ch 3 89 06-7 35 Yel Chan 11 46 11-8 23 Veh Det 23 8 01-7 27 Yel Chan 3 90 06-8 59 Grn Chan 11 47 12-1 6 Veh Del 6 9 01-8 51 Grn Chan 3 91 07-1 17 Red Ch 17 48 12-2 20 Veh Del 20 10 02-1 13 Red Ch 13 92 Logic Grd 49 12-3 12 Veh Del 12 11 02-2 61 Gm Chan 13 93 07-2 65 Grn Chan 17 50 12-4 26 Veh Del 26 12 02-3 2 Red Ch 2 94 07-3 10 Red Ch 10 51 12-5 198 Pre 1 In 13 02-4 26 Yel Chan 2 95 07-4 34 Yel Chan 10 52 12-6 199 Pre2 In 14 Logic Grd 96 07-5 58 Grn Chan 10 53 12-7 30 Veh Det 30 15 02-5 50 Grn Chan 2 97 07-6 9 Red Ch 9 54 12-8 31 Veh Del 31 16 02-6 1 Red Ch 1 98 07-7 33 Yel Chan 9 55 13-1 15 Veh Del 15 17 02-7 25 Yel Chan 1 99 07-8 57 Gm Chan 9 56 13-2 1 Veh Det 1 18 02-8 49 Grn Chan 1 1/0 Outputs -1 .8.9.2.5 57 13-3 21 Veh Det21 19 03-1 16 Red Ch 16 C-11 OUTPUTS
58 13-4 7 Veh Del 7 20 03-2 64 Grn Chan 16 1 08-1 17 Red Ch 17 59 13-5 27 Veh Det27 21 03-3 8 Red Ch 8 2 08-2 65 Grn Chan 17 60 13-6 13 Veh Del 13 22 03-4 32 Yel Chan 8 3 08-3 10 Red Ch 10 61 13-7 28 Veh Det 28 23 03-5 56 Grn Chan 8 4 08-4 34 Yel Chan 10 62 13-8 14 Veh Del 14 24 03-6 7 Red Ch 7 1/0 Outputs -1 .8.9.2.5 63 14-5 4 Veh Det4 25 03-7 31 Yel Chan 7 C-11 INPUTS
64 14-6 18 VehDet 18 26 03-8 55 Grn Chan 7 15 17-1 33 Veh Del 33 65 14-7 10 Veh Del 10 27 04-1 15 Red Ch 15 16 17-2 34 Veh Det34 66 14-8 24 Veh Del 24 28 04-2 63 Grn Chan 15 17 17-3 35 Veh Det 35 67 15-1 130 Ped Call 2 29 04-3 6 Red Ch 6 18 17-4 36 Veh Det 36 68 15-2 134 Ped Call 6 30 04-4 30 Yel Chan 6 19 17-5 37 Veh Det 37 69 15-3 132 Ped Call 4 31 04-5 54 Grn Chan 6 20 17-6 38 Veh Det 38 70 15-4 136 Ped Call 8 32 04-6 5 Red Ch 5 21 17-7 39 Veh Del 39 71 15-5 200 Pre 3 In 33 04-7 29 Yel Chan 5 22 17-8 40 Veh Det40 72 15-6 201 Pre 4 In 34 04-8 53 Grn Chan 5 23 18-1 41 Veh Det41 73 15-7 202 Pre 5 In 35 05-1 37 Yel Chan 13 24 18-2 42 Veh Det42 74 15-8 203 Pre6 In 36 05-2 39 Yel Chan 15 25 18-3 43 Veh Del 43 75 16-1 32 Veh Del 32 37 05-3 38 Yel Chan 14 26 18-4 44 Veh Det44 76 16-2 5 Veh Del 5 38 05-4 40 Yel Chan 16 27 18~5 189 Unused 77 16-3 19 Veh Del 19 100 05-5 42 Yel Chan 18 28 18-6 189 Unused 78 16-4 11 Veh Det 11 101 05-6 41 Yel Chan 17 29 18-7 189 Unused 79 16-5 25 Veh Det25 102 05-7 115 Not Used 30 18-8 189 Unused 80 16-6 29 Veh Det 29 103 05-8 114 Watchdog
81 16-7 208 Local Flash
82 16-8 207 CompStopTm
~ -
C
1 LOV1s ·.1,· ,... . . ,-,,. -'"\ -~ -. :..,.

ID: 186
NAME: Fowler at Shepherd Date Printed:

Page 9 ends

AGENDA ITEM NO. 6.

ID NUMBER: C0184 CITY OF CLOVIS
LOCATION: FOWLER AND SHEPHERD 332L CABINET
44 DETECTOR SETUP

DETECTOR ASSIGNMENTS ISOLATORS

NBLT SB INT SB NEAR EBLT WBINT WBRT WBNEAR NBLT
II 12 13 14 15 16 17 18 19 110 111 112 113 114
Ph 1 Ph 2 Ph 2 Ph 2 Ph3 Ph 4 Ph 4 Ph 4 Ph I 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 PED CALL PED CALL SENSE c,:: T2- 1 &2 T2-5 &6 T2-9 & 10 T4-I & 2 T4-5 &6 T4-9 & 10 T6-I &2 T6-5 & 6 T6-9 & 10 TI0-5 & 6 T8-I T8-4 T8-7 TS-10 lal i::. Cl -56 Cl-39 Cl-63 Cl-47 Cl -58 Cl-41 Cl-65 Cl-49 Cl-60 Cl 1-23 Cl-80 Cl-67 Cl-68 Cl-8 1 i::. ;;i DETI cIB DET4
~ DET7 cfD DETI0 DET 12 DET 13 DET41 DET29
I C 6 10 DEL @;)
"/\" LOOP # I 1\ I oop "f\" LOOP ti \ /\ Loo i B& C Looi Ph 1 Ph 2 Ph 2 Ph 2 Ph 3 Ph 4 Ph 4 Ph4 Ph3 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 PED CALL PED CALL TIME c,::
lal T2-3 &4 T2-7 & 8 T2-l I & 12 T4-3 &4 T4-7 & 8 T4-ll & 12 T6-3 &4 T6-7 & 8 T6- I l & 12 TI0-7 & 8 T8-2 T8-5 TS-8 TS-I I ~ Cl 1-15 Cl-43 Cl-76 Cl 1-16 Cl 1-17 Cl-45 Cl -78 Cll-18 Cl-62 Cl 1-24 Cl-53 Cl-69 Cl-70 C l-82 0 ..l DET33
~ DET5 DET34 DET35 (0 DET II DET36 DET\4 DET42 DET30
C
# I
@;)
13 Looi 1/2
@;)
A Looi
I
Il l
~ 13 Looi #2 ~ 1\ I oo 13 &C Loo p

SB FAR SB NEAR SB NEAR WBFAR WBNEAR WBNEAR EBLT SOUTH LEG

SBLT NB INT NBRT NB NEAR WBLT EB INT EBRT EB NEAR SBLT FUT UPS J JI J2 J3 J4 JS J6 J7 JS J9 Jl0 Jll J14
Ph5 Ph 6 Ph 6 Ph 6 Ph 7 Ph 8 Ph 8 Ph 8 Ph 5 Ph 6/8 Ph 6 Call& Ext Ext Call & TP3 Call & TP3 Call & Ext Ext Call & Ext Call & TP3 Call & Ext Ext Call & Ext RAILROAD c,:: T3-I & 2 T3-5 & 6 T3-9 & 10 TS-I &2 TS-5 & 6 T5-9 & 10 T7-I &2 T7- 5 & 6 T7-9& 10 TI0-9 & 10 T9-I I lal i::. Cl-55 i::. Cl-40 Cl -64 Cl-48 Cl-57 Cl-42 Cl-66 Cl-50 Cl-59 Cl 1-25 Cl-54 T9-10 ;;i DET 15
~ DET 18 DET20 DET21 GJ:) DET24 DET26 DET27 DET43 DET 31 Cl-51 0 IO DEL @;) 5 @;)
"A" i.OOP # I /\ Loop "A" LOOI' # I /\ Loop H & C Loop
Ph 5 Ph 6 Pb 6 Pb 6 Ph 7 Ph 8 PhS Ph 8 Ph 7 Ph 6/8 Ph 8 Call & Ext Call & TP3 Call&Ext Call & TP3 Call & Ext Call & TP3 Call & Ext Call & TP3 Call & Ext Ext Call & Ext RAILROAD ._/ c,:: T3-3 & 4 T3-7 & 8 T3-I I & 12 T5-3 &4 T5-7 & 8 T5-11 & 12 T7-3 & 4 T7- 7 & 8 T7-l 1 & 12 TIO-I I & 12 T9-2 2 lal ~ Cl 1-19 Cl-44 Cl-77 Cl 1-20 Cl 1-21 Cl-46 CI-79 Cl 1-22 Cl-61 Cll-26 Cl-75 T9-11 0 DET37
~ DET 19
~ DET39
~ DET25 DET40 DET28 DET44 DET32 Cl-52 ..l
8 @;) C I ~ @;)
13 I.Ou JS #2 A Loo 13 Loops #2 /\ Loo 1 13&C Loo

NB FAR NB NEAR NB NEAR EB FAR EB NEAR EB NEAR WBLT
COMMENTS:

Timing card - Update January 5, 20 I 7 222 Loop Amplifier 764 Discriminator
242 Isolator
232 Mag Amplifier
2302
AGENDA ITEM NO. 6.
2303
AGENDA ITEM NO. 6.
2304
AGENDA ITEM NO. 6.
2305
AGENDA ITEM NO. 6.
2306
AGENDA ITEM NO. 6.
2307
AGENDA ITEM NO. 6.
2308
AGENDA ITEM NO. 6.
2309
AGENDA ITEM NO. 6.
2310
AGENDA ITEM NO. 6.
2311
AGENDA ITEM NO. 6.

Location: Designed By:

System: District: Intalled By: Master At: I/C: Service Info: Timing Change: By: Date Start: Date End: Designed: Installed:

Intersection Layout
C3CB
B991 2FCE 33D6

Page 12 ends

191A 191A

Page 4 ends
Page 11 ends

33BA 86F7

Page 5 ends

EAF1

Page 3 ends

9553

Page 7 ends

D13B

Page 10 ends
Page 2 ends

F2B7

Page 9 ends

DEPARTMENT OF TRANSPORTATION Caltrans TSCP Ver 2.21 State of California 2070 Controller Timing Chart [ ]
8) [ ]5)2)
[ ][ ][ ]
6) [ ]1)4) [ ]
FLASH
7)3)
[ ]
ESP
HA
F)
[ ][ ][ ][ ]
E
R
E)
O
L
B)
C) [ ]
V A)
[ ]
D)
P
A
Comments and Notes:

RAM Checksum
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2312 AGENDA ITEM NO. 6.

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

6.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Phases ( 2-1-1-1 ) Phase Recalls ( 2-1-1-2 )
Phase Locks ( 2-1-1-3 ) Phase Features ( 2-1-1-4 )
Startup ( 2-1-1-5 )
2 8 3 4 7 5 1 6
Flashing Colors ( 2-1-2-2 ) Special Operation ( 2-1-2-3 ) Protected Permissive ( 2-1-2-4 ) P8 P4 P7 P1 P2 P3 P5 P6
Overlap ( 2-1-4 )
PAGE 2 CHECKSUM: D13B
DEPARTMENT OF TRANSPORTATIONState of California
[-] 332 Cabinet Overlap Assignment - For Reference Only Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2313 AGENDA ITEM NO. 6.

P
HA
SE
T
I
M
I
N
G
PHASE ( 2-2 ) -1- -2- -3- -4- -5- -6- -7- -8-
--- Walk 1 ---
Flash Don't Walk Minimum Green Det Limit Max Initial Max Green 1 Max Green 2 Max Green 3 Extension Maximum Gap Minimum Gap Add Per Vehicle Reduce Gap By Reduce Every Yellow
All-Red
--- Walk 2 ---
Delay/Early Walk Solid Don't Walk Bike Green Bike All-Red 0 7 0 0 0 7 0 0 0 13 0 0 0 13 0 0 0 10 0 0 6 10 0 8 0 20 0 0 0 20 0 20 0 0 0 0 0 0 0 0 0 25 0 0 15 25 0 20 0 35 0 0 25 35 0 30 0 0 0 0 0 0 0 0

0.0 4.6 0.0 0.0 2.0 5.2 0.0 5.0 0.0 6.4 0.0 0.0 2.0 7.2 0.0 7.0 0.0 2.0 0.0 0.0 2.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.6 0.0 0.0 0.0 0.5 0.0 0.4 3.0 4.8 3.0 3.0 3.7 4.8 3.0 4.1 1.0 2.0 1.0 1.0 2.0 2.0 1.0 2.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

0.0 Green

0.0 0.0

5.0 0.0 0.0 0.0 0.0

5.0 B [Arrow B]

5.0 A [Arrow A] E [OL C]

5.0 Red

0.0 0.0
Yellow

0.0 0.0

0.0 D [OL B] F [OL D]

5.0 5.0

5.0 Overlap ( 2-4 ) Red Revert ( 2-5 )
Time
CHECKSUM: B991
DEPARTMENT OF TRANSPORTATION Location: Caltrans TSCP Ver 2.21 0 OFF
0 Max/Gap Out ( 2-7 )
Max CntGap Cnt Red To Se ( 2-6 )
Red To Sec
State of California
-1- -2- -3- -4- -5- -6- -7- -8-
PAGE 3

OVERLAP TIMING
168WB @ Fowler N
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2314 AGENDA ITEM NO. 6.

Local Plan 1...9 (7-1) TIMING DATA
Cycle Multi Lag Gap A B C -1- -2- -3- -4- -5- -6- -7- -8- Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 100 0.0 - - - - - - - - 63 23 33 23

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 88 0.0 - - - - - - - - 50 20 22 24
Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- 2 - - - 6 - -
Plan 2 - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 5 - - 8
Hold
- - - - - - - -
Veh Max Bike
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
Plan 1 - - - - - - - -
Lag
- 2 - - - 6 - -
- - - - - - - -
- - - - - - - -
- 2 - 4 - 6 - 8 - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- 2 - - - 6 - -
- 2 - 4 - 6 - 8
- - - - - - - -
- 2 - - - 6 - - - - - - - - - - - - - - - - - -
- - - - - - - -
- 2 - - - 6 - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 4 - 2 - 4 - 6 - 8 - - - - - - - - Plan 5 Plan 3
- - - - - - - -
- 2 - - - 6 - -
Plan 7 - 2 - 4 - 6 - 8 - - - - - - - -
- - - - - - - -
- 2 - 4 - 6 - 8 - - - - - - - -
- - - - - - - -
- 2 - 4 - 6 - 8
- - - - - - - -
- - - - - - - -
Plan 9
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 6
- 2 - - - 6 - - - 2 - - - 6 - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 8
- - - - - - - -
- 2 - 4 5 - - 8
- 2 - - - 6 - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
1-9 1 2 3 4 5 6 7 8 9
11-19 - - - - - - - - -
Output

0.0 Input
0 Ped
- - - - - - - -
- - - - - - - - - - - - - - - -
Cond
Veh Min
- 2 - - - 6 - -
- - - - - - - -
Bike
10 Lag
Cond Grn
Omit
- 2 - 4 - 6 - 8
Veh Max
- - - - - - - -
Master Timer Sync ( 7-A )
Enable in Plans
Master Sub Master
( 7-E ) Free
[ Offsets ] Green Factors or Press [F] to Select
33D6
DEPARTMENT OF TRANSPORTATIONState of California

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

MANUAL COMMANDS
Offset
Plan: 1-915 or 254 = Flash14 or 255 = FreeOffset A, B, or C Special Function Override (4-2)
# Control # Control12
34 Detector Reset
Local Manual (4-4)
(4-3)
PAGE 4 CHECKSUM:

Location: Caltrans TSCP Ver 2.21 168WB @ Fowler N
21-29 - - - - - - - - -
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor 6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2315 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 11
Plan 12
Plan 13 Plan 14 Plan 15 Plan 16 Plan 17 Plan 18 Plan 19

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Hold
- - - - - - - -
Veh Max Bike
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
Plan 11 - - - - - - - -
Lag
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 14 - - - - - - - - - - - - - - - -
Plan15
Plan 13
- - - - - - - -
- - - - - - - -
Plan 17 - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 19
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 16
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 18
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
191A
DEPARTMENT OF TRANSPORTATIONState of California
Local Plan 11...19 (7-2) TIMING DATA COORDINATION
[ Offsets ] Green Factors or Press [F] to Select Force-Off PAGE 5 CHECKSUM:

Local Plan 11...19 (7-2) PHASE FLAGS
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
Green Factor
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor 6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2316 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 21 Plan 22 Plan 23 Plan 24 Plan 25 Plan 26 Plan 27 Plan 28 Plan 29

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
Local Plan 21...29 (7-3) TIMING DATA COORDINATION
[ Offsets ] Green Factors or Press [F] to Select Force-Off 191A
State of CaliforniaDEPARTMENT OF TRANSPORTATION
Sync Ped
Local Plan 21...29 (7-3) PHASE FLAGS
Lag Hold Omit Veh Min Veh Max Bike
Plan 25 Plan 26 Plan 28 Plan 27 Plan 21 Plan 23 Plan 24 Plan 29 Plan 22 PAGE 6 CHECKSUM:

Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
Green Factor
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor 6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2317 AGENDA ITEM NO. 6.

Det Type Phases Lock
Slot
Delay Extend Recall Port
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 3.2 Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 7.2 Count+Extend - 2 - - - - - - NO 0 0.5 10 1.1 Count+Extend - 2 - - - - - - NO 0 0.5 10 1.5 Limited - 2 - - - - - - NO 0 0.0 10 4.5 Limited - 2 - - - - - - NO 0 0.0 10 6.2 Limited - 2 - - - - - - NO 0 2.0 10 2.1 Limited - 2 - - - - - - NO 0 2.0 10 7.4 Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 3.4 Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 7.6 Count+Extend - - - 4 - - - - NO 0 0.0 10 1.3 Count+Extend - - - 4 - - - - NO 0 0.0 10 1.7 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 4.7 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 6.4 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 2.3 Count+Call+Extend - - - 4 - - - - NO 0 0.0 10 7.8 Count+Call+Extend 1 - - - - - - - NO 0 0.0 10 3.6 Count+Call+Extend - - 3 - - - - - NO 0 0.0 10 3.8 None - - - - - - - - NO 0 0.0 10 4.1 None - - - - - - - - NO 0 0.0 10 4.2 Count+Call+Extend - - - - 5 - - - NO 0 1.0 10 3.1 Count+Call+Extend - - - - 5 - - - NO 0 1.0 10 7.1 Count+Extend - - - - - 6 - - NO 0 0.0 10 1.2 Count+Extend - - - - - 6 - - NO 0 0.5 10 1.6 Limited - - - - - 6 - - NO 0 0.0 10 4.6 Limited - - - - - 6 - - NO 0 0.0 10 6.3 Limited - - - - - 6 - - NO 0 2.0 10 2.2 Limited - - - - - 6 - - NO 0 2.0 10 7.3 Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 3.3 Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 7.5 Count+Extend - - - - - - - 8 NO 2 0.0 10 1.4 Count+Extend - - - - - - - 8 NO 2 0.0 10 1.8 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 4.8 Count+Call+Extend - - - - - - - 8 NO 15 0.0 10 6.5 Count+Call+Extend - - - - - - - 8 NO 0 2.0 10 2.4 Count+Call+Extend - - - - - - - 8 NO 0 0.0 10 7.7 Count+Call+Extend - - - - 5 - - - NO 0 0.0 10 3.5 Count+Call+Extend - - - - - - 7 - NO 0 0.0 10 3.7 None - - - - - - - - NO 0 0.0 10 4.3 None - - - - - - - - NO 0 0.0 10 4.4 Pedestrian - 2 - - - - - - NO 0 0.0 10 5.1 Pedestrian - - - 4 - - - - NO 0 0.0 10 5.3 Pedestrian - - - - - 6 - - NO 0 0.0 10 5.2 Pedestrian - - - - - - - 8 NO 44 0 0.0 10 5.4 32 31 13 39
3 8
16 14 21 38
9 4
36 15 22 27 11 43 37 33 17
7 1 5
30 34 25 18
6 40 24 29 35 26 28 12
Det
10 23 19 42 41 20
2 Detector Attributes (5-1) Detector Configuration (5-2)

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

0.50 Smoothing 0.66 0.66

1.0 4.0

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

0.33 Exponent
0 0 0 0 0
0 Sys Det 6
0 7
14 2
0 Sys Det 10
0 0
5 0
12 13 15 16
Detector-to-Phase Assignment (5-6-3)
1 3
Phase
0 8
9 Phase
0 4
11 0
0 0
0 0
System Detector Assignment (5-5)
3 Det Num
8 0
5 11 13
0 0
7 0
9 Det Num 0 0 0
0 6
15 0 0
Sys Det
1 0
0 14
4 12
Sys Det 2
0 0
10 16
DEPARTMENT OF TRANSPORTATIONState of California
Input File Port-Bit Assignments
332 Cabinet - For Reference Only
1 2 3 4 5 6 7 8 9 10 11 12 13 14

3.2 1.1 4.5 2.1 3.4 1.3 4.7 2.3 3.6 4.1 6.6 5.1 5.2 6.77.2 1.5 6.2 7.4 7.6 1.7 6.4 7.8 3.8 4.2 2.7 5.3 5.4 6.83.1 1.2 4.6 2.2 3.3 1.4 4.8 2.4 3.5 4.3 2.8 5.5 5.6 2.57.1 1.6 6.3 7.3 7.5 1.8 6.5 7.7 3.7 4.4 6.1 5.7 5.8 2.6 IJPAGE 7
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
J9L I8U I5L
I13U
I8L
I13L
I2U J6U
I10L
I9L J6L J4U
I12U
I1L I5U
J10U
I6L I1U J5L I2L J7U I7U J4L J7L J2U
J10L
I3U I7L
I10U
I4L I9U J8U I4U
I12L
J3U J9U I6U J8L J1L J5U I3L J1U J3L J2L
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2318 AGENDA ITEM NO. 6.

Table 1 (8-2-1) Table 2 (8-2-2) Table 3 (8-2-3) Table 4 (8-2-4) Table 5 (8-2-5) Table 6 (8-2-6) Time Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS 0700 1 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 1800 255 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A Sat Sun
1 Mon
1 2
Fri
1 Tue
2 Wed
1 1
Thu
Weekday Table Assignments (8-2-7)

WEEKDAY ASSIGNMENT
PAGE 8 CHECKSUM: F2B7

DEPARTMENT OF TRANSPORTATION

TOD SCHEDULE
State of California
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2319 AGENDA ITEM NO. 6.
# Mnth Week DOW Table Mnth Day DOW Table
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16
0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 Floating Holiday Table (8-2-8)
10 13 12
2 9 5 8 6 7
15 16
4 14 11
1 #
3 Fixed Holiday Table (8-2-9)
2230
- - - - - - - -
5 - - - - - - - -
End Action
- - - - - - - -
0000 - - - - - - -
1 2 3 4 5 6 7 8
2 - - - - - - - 0
0000 - - - - - - -
0000
0 - - - - - - -
0530
0000 0
17 0000
4 Start
0000
1 1 2 3 4 5 6 7
0 - - - - - - - -
# DOW
0000
Action Codes: 18. Max Green 30. None 19. Rest in Walk1. Permitted 20. Rest in Red2. Restricted 21. Free Lag Phases4. Veh Min Recall 22. Special Functions5. Veh Max Recall 23. Truck Preempt6. Ped Recall 24. Conditional Service7. Bike Recall 25. Conditional Service8. Red Lock 26. Leading Ped9. Yellow Lock10. Force/Max Lock 41. Protected Permissive11.Double Entry 42. Protected Permissive12. Y-Coord C Action Code = Phases added to normal setting13. Y-Coord D --------------------------------------------------------14. Free 100+Action Code = Phases removed15. Flashing 200+Action Code = Phases replaced16. Walk 217. Max Green 2 0000
3 - - - - - - -
0000
0 10
0 - - - - - - - -
8 0
0000
- - - - - - - - - - - - - - - -
0000
7 - - - - - - - - - - - - - -
- - - - - - - -
0000
- - - - - - - -
0000 0000
- - - - - - -
9 0000
6 0000
- - - - - - - 0
0000
0 0000 0000 0 0000
- - - - - - - -
12 0000
- - - - - - -
13 15
0 0000
0000 0000
- - - - - - -
0000 - - - - - - - -
0 - - - - - - - -
- - - - - - -
0000 0000 - - - - - - - -
- - - - - - -
11 0000
14 - - - - - - - -
0 - - - - - - - 0
Hebrew
- - - - - - - -
119
Holiday
North Latidude
Ped Recall
8 Daylight Saving
Local Time Zone
West Longitude
36 YES
- - - - - - - -
Sabbath
Solar Clock Data (8-4)
TOD Functions (8-3)
Phases
Sabbatical Clock (8-5)
Daylight Saving (8-6)

DEPARTMENT OF TRANSPORTATION

HOLIDAY TABLES
PAGE 9 CHECKSUM: 2FCE
State of California
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
16 0000 0000 - - - - - - - 0 - - - - - - - -
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2320 AGENDA ITEM NO. 6.

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

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

00.0 00.0 00.0

00.0 4
00 # OP

00.0 00.0
Data Data

00.0 00.0

00.0 00.0
OP

00.0 00
Data
00 00 00

00.0 00
00 00.0
5 00.0 00.0 00.0

00.0 00

00.0 00.0 00.0 00.0 00.0
8 00.0

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

00.0 00.0
00 00

00.0 00.0

00.0 00.0
00 7 00.0 00
00 00

00.0 10

00.0 00.0 00
00 00

00.0 00.0

00.0 00.0
00 00.0

00.0 00 00.0
11 00

00.0 00
14 00
16 00.0

00.0 00.0

00.0 00.0
00 00
00 00 00

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

00.0 12

00.0 00 00.0

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

SOFT LOGIC CALLBACK NUMBERS
Phone Number Area Code Line Out Long Distance Delay Local Toll Local Toll Long Distance Line Out Delay Phone Number Area Code IP Address
1 Broadcast Netmask
168
255
Network (6-4) Address
27000
192
Gateway 254
4 168 13
13 192
Port
IP Mode Static IP Protocol
255
13 AB3418
255
168
0 192
255

NETWORK
Soft Logic ( 6-2 )
PAGE 10 CHECKSUM: EAF1

DEPARTMENT OF TRANSPORTATION
State of California
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2321 AGENDA ITEM NO. 6.

RAILROAD PREEMPTION
RR
1 (3-1-1) Timing Phase Flags (3-1-2) Pedestrian Flags (3-1-3) Overlap Flags (3-1-4) Delay Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Phase Green Overlap Green Vehicle Recall Ped Call Port Latching Power-Up RR
2 (3-2-1) Phase Flags (3-2-2) Pedestrian Flags (3-2-3) Overlap Flags (3-2-4) Delay Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Exit Ph Grn Exit Ovl Grn Exit Veh Recall Exit Ped Call Port Latching Power-Up 0 10 - 2 - - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 0 0 - - - - - - - - - - - - - - 1 2 3 4 5 6 7 8 - 2 - 4 - 6 - 8 2.5 Yes Flashing 0 10 - - - 4 - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 0 0 - - - - - - - - - - - - - - - - - 4 - - 7 - - - - - - - - - 2.6 Yes Dark Exit Parameters (3-1-5) Configuration (3-1-6)
Timing
Exit Parameters (3-2-5) Configuration (3-2-6)
DEPARTMENT OF TRANSPORTATIONState of California
Port
Max
0 30
Advance
Overlap Grn
Phase Termination
Clear Phase Green

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

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

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

5.8 No
EVD
(3-D)
PAGE 11 CHECKSUM: C3CB
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
0 - - - - - - - - - - - - - - - - 1 2 3 4 5 6 7 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A B C D E F 1 2 3 - - 6 - - - - - - - - - - - - - - - - - - - 2 - - - 6 - - - - - - - - - - - - - 4 - - - 8 - - - - - - - - - - - - - - - - - - Gate Port Gate Port

0.0 0.0
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2322 AGENDA ITEM NO. 6.

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

6.6 6.6

0.0 0.0 6.7 6.8

0.0 0.0 0.0 0.0

2.7 Flashing 6.1 2.8
24 10
9 7 28
1 14 12
5 6 26 8
13 11
4 X 42
B
0 41
Loadswitch Assignments ( 2-1-6 )
A 2 22 3
OUTPUTS Loadswitch Codes: 0 Unused (no output) 51-57 Special Functions 1-8 Vehicle 1-8 71-72 Seven Wire I/C9-14 Overlap A-F21-28 Ped 1-8 + middle output of41-47 Special Functions loadswitches 3 and 641 Protected Permissive Flashing Phase 143 Protected Permissive Flashing Phase 345 Protected Permissive Flashing Phase 547 Protected Permissive Flashing Phase 7 DEPARTMENT OF TRANSPORTATIONState of California
PAGE 12 CHECKSUM: 9553
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2323 AGENDA ITEM NO. 6.

Y-Coord Plans (7-C,D) Long Grn No Grn Offset Perm 1 2 3 4 5 6 7 8 Coord Lag Min Recall Restricted Plan C Plan D
0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - Force-Offs
0 Phase 1
Minimum
Phase 5
Minimum
0 0
0 0
Green
Extend
Early
Green
Phase 6
Minimum
0 0 0
Phase 7
Minimum
Inhibit
Cycles
0 0
0 0 0 0
0 Local Plans (3-E) 1...9 1...19
Plan 2 0
Phase 2
Minimum
0 0 0
0 0
Phase 8
Minimum
0 Phase 3
Minimum
Plan 1
Phase 4
Minimum

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

0.0 0.0
Clearance

0.0 - - - - - - - - 0.0 0
Passage Slave Input Sign Output Det 3 Port CarryOver Det 4 Port Phase Green Det 2 Port Next Priority 0 0 0.0 0.0 0
Truck Priority (3-F)

TRUCK PRIORITY

DEPARTMENT OF TRANSPORTATION

YELLOW YIELD COORDINATION
State of California
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor PAGE 13 CHECKSUM: 86F7
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
Green Factor 0 0 0 0 0 0 0 0 0 0 0
Enable in Plans Input Type Stop Go ***
Queue Jump (3-E-B)
Grn Hold Hold Phase

0.0 0.0 OPT
OPT
0 0
0 0
- - - - - - - - - - - - - - - -
0 0
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2324 AGENDA ITEM NO. 6.

DEPARTMENT OF TRANSPORTATION
State of California
Location: 168WB @ Fowler N Caltrans TSCP Ver 2.21
Model ID Model 2070
Manufacturer ID
AB3418
Caltrans TSCP Ver 2.21
Protocol Revision ID

CONTROLLER ID
6/10/22, 9:42 AM 168WB@Fowler N / 168WB at Fowler N. - 42168014.5 2325 AGENDA ITEM NO. 6.

Location: Designed By:

System: District: Intalled By: Master At: I/C: Service Info: Timing Change: By: Date Start: Date End: Designed: Installed:

Intersection Layout
93EE
1FA0 ED92 3D56

Page 12 ends

191A 191A

Page 4 ends
Page 11 ends

857A 86F7

Page 5 ends

BAC2

Page 3 ends

EF20

Page 7 ends

9E95

Page 10 ends
Page 2 ends

F2B7

Page 9 ends

DEPARTMENT OF TRANSPORTATION Caltrans TSCP Ver 2.21 State of California 2070 Controller Timing Chart [ ]
8) [ ]5)2)
[ ][ ][ ]
6) [ ]1)4) [ ]
FLASH
7)3)
[ ]
ESP
HA
F)
[ ][ ][ ][ ]
E
R
E)
O
L
B)
C) [ ]
V A)
[ ]
D)
P
A
Comments and Notes:

RAM Checksum
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2326 AGENDA ITEM NO. 6.

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

6.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Phases ( 2-1-1-1 ) Phase Recalls ( 2-1-1-2 )
Phase Locks ( 2-1-1-3 ) Phase Features ( 2-1-1-4 )
Startup ( 2-1-1-5 )
2 8 3 4 7 5 1 6
Flashing Colors ( 2-1-2-2 ) Special Operation ( 2-1-2-3 ) Protected Permissive ( 2-1-2-4 ) P8 P4 P7 P1 P2 P3 P5 P6
Overlap ( 2-1-4 )
PAGE 2 CHECKSUM: 9E95
DEPARTMENT OF TRANSPORTATIONState of California
[-] 332 Cabinet Overlap Assignment - For Reference Only Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2327 AGENDA ITEM NO. 6.

P
HA
SE
T
I
M
I
N
G
PHASE ( 2-2 ) -1- -2- -3- -4- -5- -6- -7- -8-
--- Walk 1 ---
Flash Don't Walk Minimum Green Det Limit Max Initial Max Green 1 Max Green 2 Max Green 3 Extension Maximum Gap Minimum Gap Add Per Vehicle Reduce Gap By Reduce Every Yellow
All-Red
--- Walk 2 ---
Delay/Early Walk Solid Don't Walk Bike Green Bike All-Red 0 7 0 0 0 7 0 0 0 14 0 0 0 16 0 0 6 10 0 8 0 10 0 0 0 20 0 20 0 20 0 0 0 0 0 0 0 0 0 0 15 25 0 20 0 25 0 0 25 35 0 30 0 35 0 0
0 0 0 0 0 0 0 0

2.0 5.6 0.0 5.0 0.0 4.6 0.0 0.0 2.0 7.7 0.0 7.0 0.0 6.4 0.0 0.0 2.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.5 0.0 0.4 0.0 0.6 0.0 0.0 3.7 4.8 3.0 4.1 3.0 4.8 3.0 3.0 2.0 2.0 0.0 2.0 0.0 2.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

0.0 Green

0.0 0.0

5.0 0.0 0.0 0.0 0.0

5.0 B [Arrow B]

5.0 A [Arrow A] E [OL C]

5.0 Red

0.0 0.0
Yellow

0.0 0.0

0.0 D [OL B] F [OL D]

5.0 5.0

5.0 Overlap ( 2-4 ) Red Revert ( 2-5 )
Time
CHECKSUM: 1FA0
DEPARTMENT OF TRANSPORTATION Location: Caltrans TSCP Ver 2.21 0 OFF
0 Max/Gap Out ( 2-7 )
Max CntGap Cnt Red To Se ( 2-6 )
Red To Sec
State of California
-1- -2- -3- -4- -5- -6- -7- -8-
PAGE 3

OVERLAP TIMING
168EB @ Fowler S.
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2328 AGENDA ITEM NO. 6.

Local Plan 1...9 (7-1) TIMING DATA
Cycle Multi Lag Gap A B C -1- -2- -3- -4- -5- -6- -7- -8- Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 100 0.0 - - - - - - - - 15 16 36 29 58

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 88 0.0 - - - - - - - - 74 16 23 29 23
Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- 2 - - - 6 - -
Plan 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - 6 - -
Hold
- - - - - - - -
Veh Max Bike
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
Plan 1 - - - - - - - -
Lag
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 4 - - - - - - - - - - - - - - - - Plan 5 Plan 3
- - - - - - - -
- 2 - - - 6 - -
Plan 7 - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 9
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 6
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 8
- - - - - - - -
1 - - 4 5 - - 8
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
1-9 - - - - - - - - -
11-19 - - - - - - - - -
Output

0.0 Input
0 Ped
- - - - - - - -
- - - - - - - - - - - - - - - -
Cond
Veh Min
- 2 - - - 6 - -
- - - - - - - -
Bike
10 Lag
Cond Grn
Omit
- 2 - 4 - 6 - 8
Veh Max
- - - - - - - -
Master Timer Sync ( 7-A )
Enable in Plans
Master Sub Master
( 7-E ) Free
[ Offsets ] Green Factors or Press [F] to Select
3D56
DEPARTMENT OF TRANSPORTATIONState of California

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

MANUAL COMMANDS
Offset
Plan: 1-915 or 254 = Flash14 or 255 = FreeOffset A, B, or C Special Function Override (4-2)
# Control # Control12
34 Detector Reset
Local Manual (4-4)
(4-3)
PAGE 4 CHECKSUM:

Location: Caltrans TSCP Ver 2.21 168EB @ Fowler S.
21-29 - - - - - - - - -
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor 6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2329 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 11
Plan 12
Plan 13 Plan 14 Plan 15 Plan 16 Plan 17 Plan 18 Plan 19

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - Sync Ped
- - - - - - - -
Omit
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Hold
- - - - - - - -
Veh Max Bike
- - - - - - - -
- - - - - - - - - - - - - - - -
Veh Min
Plan 11 - - - - - - - -
Lag
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
Plan 14 - - - - - - - - - - - - - - - -
Plan15
Plan 13
- - - - - - - -
- - - - - - - -
Plan 17 - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 19
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
Plan 16
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Plan 18
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
191A
DEPARTMENT OF TRANSPORTATIONState of California
Local Plan 11...19 (7-2) TIMING DATA COORDINATION
[ Offsets ] Green Factors or Press [F] to Select Force-Off PAGE 5 CHECKSUM:

Local Plan 11...19 (7-2) PHASE FLAGS
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
Green Factor
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor 6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2330 AGENDA ITEM NO. 6.

Cycle Multi Lag Gap A B C 1 2 3 4 5 6 7 8
Plan 21 Plan 22 Plan 23 Plan 24 Plan 25 Plan 26 Plan 27 Plan 28 Plan 29

0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - 0.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
- - - - - - - -
Local Plan 21...29 (7-3) TIMING DATA COORDINATION
[ Offsets ] Green Factors or Press [F] to Select Force-Off 191A
State of CaliforniaDEPARTMENT OF TRANSPORTATION
Sync Ped
Local Plan 21...29 (7-3) PHASE FLAGS
Lag Hold Omit Veh Min Veh Max Bike
Plan 25 Plan 26 Plan 28 Plan 27 Plan 21 Plan 23 Plan 24 Plan 29 Plan 22 PAGE 6 CHECKSUM:

Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
Green Factor
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor 6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2331 AGENDA ITEM NO. 6.

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

DETECTORS
CHECKSUM: 857A
0 Failure Times (5-3) Minutes Maximum On Time 0 Fail Reset Time Detectors 25-32
- - - - - - - -
Detectors 41-44
- - - - - - - -
Detectors 17-24 - - - - - - - - Detectors 33-40
Failure Override (5-4)
- - - - - - - - - - - - - - - - - - - - - - - -
Detectors 1-8 Detectors 9-16
CIC Operation (5-6-1)
Enable in Plans - - - - - - - - -
Multiplier

0.50 Smoothing 0.66 0.66

1.0 4.0

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

0.33 Exponent
0 0 0 0 0
0 Sys Det 6
0 7
14 2
0 Sys Det 10
0 0
5 0
12 13 15 16
Detector-to-Phase Assignment (5-6-3)
1 3
Phase
0 8
9 Phase
0 4
11 0
0 0
0 0
System Detector Assignment (5-5)
3 Det Num
8 0
5 11 13
0 0
7 0
9 Det Num 0 0 0
0 6
15 0 0
Sys Det
1 0
0 14
4 12
Sys Det 2
0 0
10 16
DEPARTMENT OF TRANSPORTATIONState of California
Input File Port-Bit Assignments
332 Cabinet - For Reference Only
1 2 3 4 5 6 7 8 9 10 11 12 13 14

3.2 1.1 4.5 2.1 3.4 1.3 4.7 2.3 3.6 4.1 6.6 5.1 5.2 6.77.2 1.5 6.2 7.4 7.6 1.7 6.4 7.8 3.8 4.2 2.7 5.3 5.4 6.83.1 1.2 4.6 2.2 3.3 1.4 4.8 2.4 3.5 4.3 2.8 5.5 5.6 2.57.1 1.6 6.3 7.3 7.5 1.8 6.5 7.7 3.7 4.4 6.1 5.7 5.8 2.6 IJPAGE 7
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
J9L I8U I5L
I13U
I8L
I13L
I2U J6U
I10L
I9L J6L J4U
I12U
I1L I5U
J10U
I6L I1U J5L I2L J7U I7U J4L J7L J2U
J10L
I3U I7L
I10U
I4L I9U J8U I4U
I12L
J3U J9U I6U J8L J1L J5U I3L J1U J3L J2L
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2332 AGENDA ITEM NO. 6.

Table 1 (8-2-1) Table 2 (8-2-2) Table 3 (8-2-3) Table 4 (8-2-4) Table 5 (8-2-5) Table 6 (8-2-6) Time Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS Hour Plan OS 0700 1 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 1800 255 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A 0000 0 A Sat Sun
1 Mon
1 2
Fri
1 Tue
2 Wed
1 1
Thu
Weekday Table Assignments (8-2-7)

WEEKDAY ASSIGNMENT
PAGE 8 CHECKSUM: F2B7

DEPARTMENT OF TRANSPORTATION

TOD SCHEDULE
State of California
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2333 AGENDA ITEM NO. 6.
# Mnth Week DOW Table Mnth Day DOW Table
1 2 3 4 5 6 7 8 9
10 11 12 13 14 15 16
0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 0 0 - - - - - - - 0 Floating Holiday Table (8-2-8)
10 13 12
2 9 5 8 6 7
15 16
4 14 11
1 #
3 Fixed Holiday Table (8-2-9)
2030
- - - - - - - -
5 - - - - - - - -
End Action
- - - - - - - -
0000 - - - - - - -
1 2 - 4 - 6 - -
2 - - - - - - - 0
0000 - - - - - - -
0000
0 - - - - - - -
0630
0000 0
17 0000
4 Start
0000
1 1 2 3 4 5 6 7
0 - - - - - - - -
# DOW
0000
Action Codes: 18. Max Green 30. None 19. Rest in Walk1. Permitted 20. Rest in Red2. Restricted 21. Free Lag Phases4. Veh Min Recall 22. Special Functions5. Veh Max Recall 23. Truck Preempt6. Ped Recall 24. Conditional Service7. Bike Recall 25. Conditional Service8. Red Lock 26. Leading Ped9. Yellow Lock10. Force/Max Lock 41. Protected Permissive11.Double Entry 42. Protected Permissive12. Y-Coord C Action Code = Phases added to normal setting13. Y-Coord D --------------------------------------------------------14. Free 100+Action Code = Phases removed15. Flashing 200+Action Code = Phases replaced16. Walk 217. Max Green 2 0000
3 - - - - - - -
0000
0 10
0 - - - - - - - -
8 0
0000
- - - - - - - - - - - - - - - -
0000
7 - - - - - - - - - - - - - -
- - - - - - - -
0000
- - - - - - - -
0000 0000
- - - - - - -
9 0000
6 0000
- - - - - - - 0
0000
0 0000 0000 0 0000
- - - - - - - -
12 0000
- - - - - - -
13 15
0 0000
0000 0000
- - - - - - -
0000 - - - - - - - -
0 - - - - - - - -
- - - - - - -
0000 0000 - - - - - - - -
- - - - - - -
11 0000
14 - - - - - - - -
0 - - - - - - - 0
Hebrew
- - - - - - - -
119
Holiday
North Latidude
Ped Recall
8 Daylight Saving
Local Time Zone
West Longitude
36 YES
- - - - - - - -
Sabbath
Solar Clock Data (8-4)
TOD Functions (8-3)
Phases
Sabbatical Clock (8-5)
Daylight Saving (8-6)

DEPARTMENT OF TRANSPORTATION

HOLIDAY TABLES
PAGE 9 CHECKSUM: ED92
State of California
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
16 0000 0000 - - - - - - - 0 - - - - - - - -
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2334 AGENDA ITEM NO. 6.

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

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

00.0 00.0 00.0

00.0 4
00 # OP

00.0 00.0
Data Data

00.0 00.0

00.0 00.0
OP

00.0 00
Data
00 00 00

00.0 00
00 00.0
5 00.0 00.0 00.0

00.0 00

00.0 00.0 00.0 00.0 00.0
8 00.0

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

00.0 00.0
00 00

00.0 00.0

00.0 00.0
00 7 00.0 00
00 00

00.0 10

00.0 00.0 00
00 00

00.0 00.0

00.0 00.0
00 00.0

00.0 00 00.0
11 00

00.0 00
14 00
16 00.0

00.0 00.0

00.0 00.0
00 00
00 00 00

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

00.0 12

00.0 00 00.0

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

SOFT LOGIC CALLBACK NUMBERS
Phone Number Area Code Line Out Long Distance Delay Local Toll Local Toll Long Distance Line Out Delay Phone Number Area Code IP Address
1 Broadcast Netmask
168
255
Network (6-4) Address
27000
192
Gateway 254
1 168 13
13 192
Port
IP Mode Static IP Protocol
255
13 AB3418
255
168
0 192
255

NETWORK
Soft Logic ( 6-2 )
PAGE 10 CHECKSUM: BAC2

DEPARTMENT OF TRANSPORTATION
State of California
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2335 AGENDA ITEM NO. 6.

RAILROAD PREEMPTION
RR
1 (3-1-1) Timing Phase Flags (3-1-2) Pedestrian Flags (3-1-3) Overlap Flags (3-1-4) Delay Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Phase Green Overlap Green Vehicle Recall Ped Call Port Latching Power-Up RR
2 (3-2-1) Phase Flags (3-2-2) Pedestrian Flags (3-2-3) Overlap Flags (3-2-4) Delay Grn Hold Yel Flash Red Flash Walk Flash DW Solid DW Grn Hold Yel Flash Red Flash Clear 1 Clear 2 Clear 3 Hold Exit Min Grn Ped Clr Exit Ph Grn Exit Ovl Grn Exit Veh Recall Exit Ped Call Port Latching Power-Up 0 10 - 2 - - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 0 0 - - - - - - - - - - - - - - 1 2 3 4 5 6 7 8 - 2 - 4 - 6 - 8 2.5 Yes Flashing 0 10 - - - 4 - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 0 0 - - - - - - - - - - - - - - - - - 4 - - 7 - - - - - - - - - 2.6 Yes Flashing Exit Parameters (3-1-5) Configuration (3-1-6)
Timing
Exit Parameters (3-2-5) Configuration (3-2-6)
DEPARTMENT OF TRANSPORTATIONState of California
Port
Max
0 30
Advance
Overlap Grn
Phase Termination
Clear Phase Green

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

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

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

5.8 No
EVD
(3-D)
PAGE 11 CHECKSUM: 93EE
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
0 - - - - - - - - - - - - - - - - 1 2 3 4 5 6 7 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A B C D E F 1 2 3 - - 6 - - - - - - - - - - - - - - - - - - - 2 - - - 6 - - - - - - - - - - - - - 4 - - - 8 - - - - - - - - - - - - - - - - - - Gate Port Gate Port

0.0 0.0
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2336 AGENDA ITEM NO. 6.

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

6.6 6.6

0.0 0.0 6.7 6.8

0.0 0.0 0.0 0.0

2.7 Flashing 6.1 2.8
24 10
9 7 28
1 14 12
5 6 26 8
13 11
4 X 0
B
0 0
Loadswitch Assignments ( 2-1-6 )
A 2 22 3
OUTPUTS Loadswitch Codes: 0 Unused (no output) 51-57 Special Functions 1-8 Vehicle 1-8 71-72 Seven Wire I/C9-14 Overlap A-F21-28 Ped 1-8 + middle output of41-47 Special Functions loadswitches 3 and 641 Protected Permissive Flashing Phase 143 Protected Permissive Flashing Phase 345 Protected Permissive Flashing Phase 547 Protected Permissive Flashing Phase 7 DEPARTMENT OF TRANSPORTATIONState of California
PAGE 12 CHECKSUM: EF20
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2337 AGENDA ITEM NO. 6.

Y-Coord Plans (7-C,D) Long Grn No Grn Offset Perm 1 2 3 4 5 6 7 8 Coord Lag Min Recall Restricted Plan C Plan D
0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 - 2 - - - 6 - - - 2 - 4 - 6 - 8 - - - - - - - - - - - - - - - - Force-Offs
0 Phase 1
Minimum
Phase 5
Minimum
0 0
0 0
Green
Extend
Early
Green
Phase 6
Minimum
0 0 0
Phase 7
Minimum
Inhibit
Cycles
0 0
0 0 0 0
0 Local Plans (3-E) 1...9 1...19
Plan 2 0
Phase 2
Minimum
0 0 0
0 0
Phase 8
Minimum
0 Phase 3
Minimum
Plan 1
Phase 4
Minimum

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

0.0 0.0
Clearance

0.0 - - - - - - - - 0.0 0
Passage Slave Input Sign Output Det 3 Port CarryOver Det 4 Port Phase Green Det 2 Port Next Priority 0 0 0.0 0.0 0
Truck Priority (3-F)

TRUCK PRIORITY

DEPARTMENT OF TRANSPORTATION

YELLOW YIELD COORDINATION
State of California
Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor Green Factor PAGE 13 CHECKSUM: 86F7
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
Green Factor 0 0 0 0 0 0 0 0 0 0 0
Enable in Plans Input Type Stop Go ***
Queue Jump (3-E-B)
Grn Hold Hold Phase

0.0 0.0 OPT
OPT
0 0
0 0
- - - - - - - - - - - - - - - -
0 0
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2338 AGENDA ITEM NO. 6.

DEPARTMENT OF TRANSPORTATION
State of California
Location: 168EB @ Fowler S. Caltrans TSCP Ver 2.21
Model ID Model 2070
Manufacturer ID
AB3418
Caltrans TSCP Ver 2.21
Protocol Revision ID

CONTROLLER ID
6/10/22, 9:41 AM 168EB@Fowler S. / 168EB at Fowler S. - 42168013.4 2339 AGENDA ITEM NO. 6.

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

APPENDIX D

VOLUME DEVELOPMENT WORKSHEETS
2340
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
1 Willow Avenue/Behymer Avenue
NBL 84 0 84 120 0 120
NBT 552 32 584 451 21 472
NBR 16 0 16 24 0 24
SBL 44 1 45 37 4 41
SBT 576 11 587 354 36 390
SBR 74 0 74 10 0 10
EBL 67 0 67 11 0 11
EBT 125 0 125 45 0 45
EBR 203 0 203 81 0 81
WBL 16 0 16 31 0 31
WBT 128 0 128 89 0 89
WBR 43 3 46 18 2 20
North Leg
Approach 694 12 706 401 40 441
Departure 662 35 697 480 23 503
Total 1,356 47 1,403 881 63 944
South Leg
Approach 652 32 684 595 21 616
Departure 795 11 806 466 36 502
Total 1,447 43 1,490 1,061 57 1,118
East Leg
Approach 187 3 190 138 2 140
Departure 185 1 186 106 4 110
Total 372 4 376 244 6 250
West Leg
Approach 395 0 395 137 0 137
Departure 286 0 286 219 0 219
Total 681 0 681 356 0 356
Total Approaches
Approach 1,928 47 1,975 1,271 63 1,334
Departure 1,928 47 1,975 1,271 63 1,334
Total 3,856 94 3,950 2,542 126 2,668
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2341
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing 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/Shepherd Avenue
NBL 160 0 160 243 0 243
NBT 587 0 587 657 0 657
NBR 49 2 51 89 7 96
SBL 161 11 172 127 36 163
SBT 740 0 740 464 0 464
SBR 50 0 50 31 0 31
EBL 29 0 29 36 0 36
EBT 243 13 256 323 43 366
EBR 145 0 145 113 0 113
WBL 44 6 50 34 4 38
WBT 298 38 336 315 25 340
WBR 98 32 130 145 21 166
North Leg
Approach 951 11 962 622 36 658
Departure 714 32 746 838 21 859
Total 1,665 43 1,708 1,460 57 1,517
South Leg
Approach 796 2 798 989 7 996
Departure 929 6 935 611 4 615
Total 1,725 8 1,733 1,600 11 1,611
East Leg
Approach 440 76 516 494 50 544
Departure 453 26 479 539 86 625
Total 893 102 995 1,033 136 1,169
West Leg
Approach 417 13 430 472 43 515
Departure 508 38 546 589 25 614
Total 925 51 976 1,061 68 1,129
Total Approaches
Approach 2,604 102 2,706 2,577 136 2,713
Departure 2,604 102 2,706 2,577 136 2,713
Total 5,208 204 5,412 5,154 272 5,426
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2342
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
3 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 0 123 95 0 95
SBT 225 0 225 190 0 190
SBR 3 0 3 2 0 2
EBL 3 0 3 3 0 3
EBT 114 1 115 69 4 73
EBR 44 0 44 30 0 30
WBL 12 0 12 6 0 6
WBT 145 3 148 86 2 88
WBR 297 0 297 99 0 99
North Leg
Approach 351 0 351 287 0 287
Departure 512 0 512 307 0 307
Total 863 0 863 594 0 594
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 3 457 191 2 193
Departure 245 1 246 170 4 174
Total 699 4 703 361 6 367
West Leg
Approach 161 1 162 102 4 106
Departure 189 3 192 134 2 136
Total 350 4 354 236 6 242
Total Approaches
Approach 1,227 4 1,231 837 6 843
Departure 1,227 4 1,231 837 6 843
Total 2,454 8 2,462 1,674 12 1,686
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2343
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing 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/Shepherd Avenue
NBL 127 0 127 104 0 104
NBT 150 0 150 152 0 152
NBR 41 14 55 26 46 72
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 27 366 390 89 479
EBR 152 0 152 81 0 81
WBL 44 41 85 19 28 47
WBT 291 79 370 342 53 395
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 14 332 282 46 328
Departure 355 41 396 242 28 270
Total 673 55 728 524 74 598
East Leg
Approach 426 120 546 446 81 527
Departure 483 41 524 492 135 627
Total 909 161 1,070 938 216 1,154
West Leg
Approach 524 27 551 491 89 580
Departure 447 79 526 459 53 512
Total 971 106 1,077 950 142 1,092
Total Approaches
Approach 1,559 161 1,720 1,450 216 1,666
Departure 1,559 161 1,720 1,450 216 1,666
Total 3,118 322 3,440 2,900 432 3,332
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2344
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
5 Clovis Avenue/Shepherd Avenue
NBL 80 0 80 140 0 140
NBT 59 0 59 44 0 44
NBR 86 27 113 70 89 159
SBL 19 0 19 10 0 10
SBT 71 0 71 24 0 24
SBR 67 0 67 26 0 26
EBL 32 0 32 32 0 32
EBT 337 41 378 343 136 479
EBR 118 0 118 103 0 103
WBL 109 78 187 77 53 130
WBT 294 120 414 304 81 385
WBR 48 0 48 7 0 7
North Leg
Approach 157 0 157 60 0 60
Departure 139 0 139 83 0 83
Total 296 0 296 143 0 143
South Leg
Approach 225 27 252 254 89 343
Departure 298 78 376 204 53 257
Total 523 105 628 458 142 600
East Leg
Approach 451 198 649 388 134 522
Departure 442 68 510 423 225 648
Total 893 266 1,159 811 359 1,170
West Leg
Approach 487 41 528 478 136 614
Departure 441 120 561 470 81 551
Total 928 161 1,089 948 217 1,165
Total Approaches
Approach 1,320 266 1,586 1,180 359 1,539
Departure 1,320 266 1,586 1,180 359 1,539
Total 2,640 532 3,172 2,360 718 3,078
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2345
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
6 Clovis Avenue/Teague Avenue
NBL 263 0 263 156 0 156
NBT 209 25 234 290 82 372
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 273 72 345 223 49 272
SBR 183 6 189 60 4 64
EBL 73 2 75 67 7 74
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 78 534 283 53 336
Departure 282 27 309 357 89 446
Total 738 105 843 640 142 782
South Leg
Approach 472 25 497 446 82 528
Departure 495 72 567 310 49 359
Total 967 97 1,064 756 131 887
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 2 297 154 7 161
Departure 446 6 452 216 4 220
Total 741 8 749 370 11 381
Total Approaches
Approach 1,223 105 1,328 883 142 1,025
Departure 1,223 105 1,328 883 142 1,025
Total 2,446 210 2,656 1,766 284 2,050
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2346
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing 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/Nees Avenue
NBL 70 0 70 124 0 124
NBT 294 25 319 400 82 482
NBR 20 0 20 46 0 46
SBL 70 0 70 43 0 43
SBT 416 72 488 253 49 302
SBR 42 0 42 27 0 27
EBL 30 0 30 22 0 22
EBT 306 1 307 415 4 419
EBR 194 0 194 249 0 249
WBL 35 32 67 22 21 43
WBT 363 3 366 385 2 387
WBR 180 0 180 74 0 74
North Leg
Approach 528 72 600 323 49 372
Departure 504 25 529 496 82 578
Total 1,032 97 1,129 819 131 950
South Leg
Approach 384 25 409 570 82 652
Departure 645 104 749 524 70 594
Total 1,029 129 1,158 1,094 152 1,246
East Leg
Approach 578 35 613 481 23 504
Departure 396 1 397 504 4 508
Total 974 36 1,010 985 27 1,012
West Leg
Approach 530 1 531 686 4 690
Departure 475 3 478 536 2 538
Total 1,005 4 1,009 1,222 6 1,228
Total Approaches
Approach 2,020 133 2,153 2,060 158 2,218
Departure 2,020 133 2,153 2,060 158 2,218
Total 4,040 266 4,306 4,120 316 4,436
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2347
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing 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/Alluvial Avenue
NBL 127 0 127 146 0 146
NBT 282 25 307 558 82 640
NBR 61 0 61 67 0 67
SBL 126 0 126 77 0 77
SBT 576 104 680 454 70 524
SBR 34 0 34 13 0 13
EBL 13 0 13 15 0 15
EBT 269 1 270 342 4 346
EBR 153 0 153 175 0 175
WBL 44 0 44 36 0 36
WBT 407 3 410 302 2 304
WBR 89 0 89 77 0 77
North Leg
Approach 736 104 840 544 70 614
Departure 384 25 409 650 82 732
Total 1,120 129 1,249 1,194 152 1,346
South Leg
Approach 470 25 495 771 82 853
Departure 773 104 877 665 70 735
Total 1,243 129 1,372 1,436 152 1,588
East Leg
Approach 540 3 543 415 2 417
Departure 456 1 457 486 4 490
Total 996 4 1,000 901 6 907
West Leg
Approach 435 1 436 532 4 536
Departure 568 3 571 461 2 463
Total 1,003 4 1,007 993 6 999
Total Approaches
Approach 2,181 133 2,314 2,262 158 2,420
Departure 2,181 133 2,314 2,262 158 2,420
Total 4,362 266 4,628 4,524 316 4,840
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2348
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
9 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 85 661 540 57 597
North Leg
Approach 795 0 795 408 0 408
Departure 576 85 661 540 57 597
Total 1,371 85 1,456 948 57 1,005
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 91 2,121 1,991 61 2,052
Departure 1,023 2 1,025 1,719 7 1,726
Total 3,053 93 3,146 3,710 68 3,778
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 93 4,366 4,581 68 4,649
Departure 4,273 93 4,366 4,581 68 4,649
Total 8,546 186 8,732 9,162 136 9,298
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2349
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
10 State Route 168 Eastbound Ramps/Herndon Avenue
NBL 454 0 454 497 0 497
NBT 0 0 0 0 0 0
NBR 479 19 498 677 61 738
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 91 1,667 1,494 61 1,555
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 19 952 1,174 61 1,235
Departure 213 0 213 360 0 360
Total 1,146 19 1,165 1,534 61 1,595
East Leg
Approach 1,655 91 1,746 1,678 61 1,739
Departure 1,289 21 1,310 2,036 68 2,104
Total 2,944 112 3,056 3,714 129 3,843
West Leg
Approach 1,023 2 1,025 1,719 7 1,726
Departure 2,030 91 2,121 1,991 61 2,052
Total 3,053 93 3,146 3,710 68 3,778
Total Approaches
Approach 3,611 112 3,723 4,571 129 4,700
Departure 3,611 112 3,723 4,571 129 4,700
Total 7,222 224 7,446 9,142 258 9,400
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2350
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing 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/Herndon Avenue
NBL 232 0 232 350 0 350
NBT 255 3 258 402 11 413
NBR 120 0 120 276 0 276
SBL 161 3 164 271 2 273
SBT 283 9 292 262 6 268
SBR 402 91 493 266 61 327
EBL 243 21 264 366 68 434
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 1 158 132 4 136
North Leg
Approach 846 103 949 799 69 868
Departure 655 25 680 900 83 983
Total 1,501 128 1,629 1,699 152 1,851
South Leg
Approach 607 3 610 1,028 11 1,039
Departure 645 9 654 880 6 886
Total 1,252 12 1,264 1,908 17 1,925
East Leg
Approach 1,326 1 1,327 1,510 4 1,514
Departure 1,113 3 1,116 1,915 2 1,917
Total 2,439 4 2,443 3,425 6 3,431
West Leg
Approach 1,289 21 1,310 2,036 68 2,104
Departure 1,655 91 1,746 1,678 61 1,739
Total 2,944 112 3,056 3,714 129 3,843
Total Approaches
Approach 4,068 128 4,196 5,373 152 5,525
Departure 4,068 128 4,196 5,373 152 5,525
Total 8,136 256 8,392 10,746 304 11,050
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2351
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
12 Sunnyside 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 2 0 2 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 253 1 254 179 4 183
EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0
WBT 438 3 441 198 2 200
WBR 0 0 0 0 0 0
North Leg
Approach 2 0 2 0 0 0
Departure 0 0 0 0 0 0
Total 2 0 2 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 438 3 441 198 2 200
Departure 254 1 255 179 4 183
Total 692 4 696 377 6 383
West Leg
Approach 253 1 254 179 4 183
Departure 438 3 441 198 2 200
Total 691 4 695 377 6 383
Total Approaches
Approach 692 4 696 377 6 383
Departure 692 4 696 377 6 383
Total 1,385 8 1,393 754 12 766
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2352
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
13 Sunnyside Avenue/Shepherd Avenue
NBL 54 0 54 80 0 80
NBT 11 4 15 11 14 25
NBR 27 11 38 31 36 67
SBL 2 22 24 4 15 19
SBT 14 44 58 13 30 43
SBR 9 66 75 9 45 54
EBL 8 23 31 9 75 84
EBT 325 46 371 342 150 492
EBR 106 0 106 70 0 70
WBL 31 32 63 29 21 50
WBT 371 132 503 296 89 385
WBR 3 8 11 6 25 31
North Leg
Approach 25 132 157 26 90 116
Departure 22 35 57 26 114 140
Total 47 167 214 52 204 256
South Leg
Approach 92 15 107 122 50 172
Departure 151 76 227 112 51 163
Total 243 91 334 234 101 335
East Leg
Approach 405 172 577 331 135 466
Departure 354 79 433 377 201 578
Total 759 251 1,010 708 336 1,044
West Leg
Approach 439 69 508 421 225 646
Departure 434 198 632 385 134 519
Total 873 267 1,140 806 359 1,165
Total Approaches
Approach 961 388 1,349 900 500 1,400
Departure 961 388 1,349 900 500 1,400
Total 1,922 776 2,698 1,800 1,000 2,800
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2353
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
14 Sunnyside Avenue/Teague Avenue
NBL 2 0 2 0 0 0
NBT 74 15 89 120 50 170
NBR 5 0 5 7 0 7
SBL 5 0 5 2 0 2
SBT 139 76 215 112 51 163
SBR 0 0 0 1 0 1
EBL 5 0 5 1 0 1
EBT 4 0 4 1 0 1
EBR 1 0 1 3 0 3
WBL 17 0 17 8 0 8
WBT 6 0 6 3 0 3
WBR 10 0 10 12 0 12
North Leg
Approach 144 76 220 115 51 166
Departure 89 15 104 133 50 183
Total 233 91 324 248 101 349
South Leg
Approach 81 15 96 127 50 177
Departure 157 76 233 123 51 174
Total 238 91 329 250 101 351
East Leg
Approach 33 0 33 23 0 23
Departure 14 0 14 10 0 10
Total 47 0 47 33 0 33
West Leg
Approach 10 0 10 5 0 5
Departure 8 0 8 4 0 4
Total 18 0 18 9 0 9
Total Approaches
Approach 268 91 359 270 101 371
Departure 268 91 359 270 101 371
Total 536 182 718 540 202 742
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2354
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
15 Sunnyside Avenue/Nees Avenue
NBL 137 0 137 115 0 115
NBT 57 15 72 98 50 148
NBR 17 0 17 35 0 35
SBL 22 0 22 17 0 17
SBT 115 44 159 90 30 120
SBR 34 32 66 19 21 40
EBL 12 0 12 24 0 24
EBT 269 0 269 364 0 364
EBR 85 0 85 74 0 74
WBL 25 0 25 32 0 32
WBT 367 0 367 337 0 337
WBR 14 0 14 15 0 15
North Leg
Approach 171 76 247 126 51 177
Departure 83 15 98 137 50 187
Total 254 91 345 263 101 364
South Leg
Approach 211 15 226 248 50 298
Departure 225 44 269 196 30 226
Total 436 59 495 444 80 524
East Leg
Approach 406 0 406 384 0 384
Departure 308 0 308 416 0 416
Total 714 0 714 800 0 800
West Leg
Approach 366 0 366 462 0 462
Departure 538 32 570 471 21 492
Total 904 32 936 933 21 954
Total Approaches
Approach 1,154 91 1,245 1,220 101 1,321
Departure 1,154 91 1,245 1,220 101 1,321
Total 2,308 182 2,490 2,440 202 2,642
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2355
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
16 Fowler Avenue/Behymer Avenue
NBL 424 3 427 163 2 165
NBT 75 0 75 79 0 79
NBR 1 0 1 3 0 3
SBL 0 0 0 1 0 1
SBT 80 0 80 59 0 59
SBR 16 0 16 5 0 5
EBL 10 0 10 7 0 7
EBT 0 0 0 3 0 3
EBR 233 1 234 176 4 180
WBL 4 0 4 4 0 4
WBT 8 0 8 4 0 4
WBR 0 0 0 1 0 1
North Leg
Approach 96 0 96 65 0 65
Departure 85 0 85 87 0 87
Total 181 0 181 152 0 152
South Leg
Approach 500 3 503 245 2 247
Departure 317 1 318 239 4 243
Total 817 4 821 484 6 490
East Leg
Approach 12 0 12 9 0 9
Departure 1 0 1 7 0 7
Total 13 0 13 16 0 16
West Leg
Approach 243 1 244 186 4 190
Departure 448 3 451 172 2 174
Total 691 4 695 358 6 364
Total Approaches
Approach 851 4 855 505 6 511
Departure 851 4 855 505 6 511
Total 1,702 8 1,710 1,010 12 1,022
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2356
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
17 Fowler Avenue/Ticonderoga
NBL 9 0 9 9 0 9
NBT 488 0 488 238 0 238
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 310 0 310 238 0 238
SBR 7 1 8 2 4 6
EBL 7 3 10 3 2 5
EBT 0 0 0 0 0 0
EBR 8 16 24 6 11 17
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 317 1 318 240 4 244
Departure 495 3 498 241 2 243
Total 812 4 816 481 6 487
South Leg
Approach 497 0 497 247 0 247
Departure 318 16 334 244 11 255
Total 815 16 831 491 11 502
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 15 19 34 9 13 22
Departure 16 1 17 11 4 15
Total 31 20 51 20 17 37
Total Approaches
Approach 829 20 849 496 17 513
Departure 829 20 849 496 17 513
Total 1,658 40 1,698 992 34 1,026
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2357
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
18 Fowler Avenue/Shepherd Avenue
NBL 141 16 157 109 54 163
NBT 92 0 92 119 0 119
NBR 34 0 34 73 0 73
SBL 185 0 185 110 0 110
SBT 125 16 141 112 11 123
SBR 18 0 18 14 0 14
EBL 20 0 20 23 0 23
EBT 281 22 303 276 15 291
EBR 51 0 51 75 0 75
WBL 36 0 36 47 0 47
WBT 279 8 287 240 25 265
WBR 370 0 370 128 0 128
North Leg
Approach 328 16 344 236 11 247
Departure 482 0 482 270 0 270
Total 810 16 826 506 11 517
South Leg
Approach 267 16 283 301 54 355
Departure 212 16 228 234 11 245
Total 479 32 511 535 65 600
East Leg
Approach 685 8 693 415 25 440
Departure 500 22 522 459 15 474
Total 1,185 30 1,215 874 40 914
West Leg
Approach 352 22 374 374 15 389
Departure 438 24 462 363 79 442
Total 790 46 836 737 94 831
Total Approaches
Approach 1,632 62 1,694 1,326 105 1,431
Departure 1,632 62 1,694 1,326 105 1,431
Total 3,264 124 3,388 2,652 210 2,862
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2358
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing 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/Teague Avenue
NBL 3 0 3 9 0 9
NBT 164 16 180 309 54 363
NBR 7 0 7 13 0 13
SBL 19 0 19 9 0 9
SBT 238 16 254 247 11 258
SBR 10 0 10 6 0 6
EBL 4 0 4 3 0 3
EBT 6 0 6 3 0 3
EBR 6 0 6 5 0 5
WBL 17 0 17 5 0 5
WBT 8 0 8 7 0 7
WBR 30 0 30 15 0 15
North Leg
Approach 267 16 283 262 11 273
Departure 198 16 214 327 54 381
Total 465 32 497 589 65 654
South Leg
Approach 174 16 190 331 54 385
Departure 261 16 277 257 11 268
Total 435 32 467 588 65 653
East Leg
Approach 55 0 55 27 0 27
Departure 32 0 32 25 0 25
Total 87 0 87 52 0 52
West Leg
Approach 16 0 16 11 0 11
Departure 21 0 21 22 0 22
Total 37 0 37 33 0 33
Total Approaches
Approach 512 32 544 631 65 696
Departure 512 32 544 631 65 696
Total 1,024 64 1,088 1,262 130 1,392
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2359
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
20 Fowler Avenue/Nees Avenue
NBL 111 0 111 163 0 163
NBT 123 15 138 270 50 320
NBR 37 0 37 62 0 62
SBL 28 3 31 34 2 36
SBT 215 13 228 201 8 209
SBR 32 0 32 36 0 36
EBL 20 0 20 30 0 30
EBT 202 0 202 269 0 269
EBR 87 0 87 114 0 114
WBL 73 0 73 37 0 37
WBT 272 0 272 222 0 222
WBR 32 1 33 33 4 37
North Leg
Approach 275 16 291 271 10 281
Departure 175 16 191 333 54 387
Total 450 32 482 604 64 668
South Leg
Approach 271 15 286 495 50 545
Departure 375 13 388 352 8 360
Total 646 28 674 847 58 905
East Leg
Approach 377 1 378 292 4 296
Departure 267 3 270 365 2 367
Total 644 4 648 657 6 663
West Leg
Approach 309 0 309 413 0 413
Departure 415 0 415 421 0 421
Total 724 0 724 834 0 834
Total Approaches
Approach 1,232 32 1,264 1,471 64 1,535
Departure 1,232 32 1,264 1,471 64 1,535
Total 2,464 64 2,528 2,942 128 3,070
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2360
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
21 Fowler Avenue/State Route 168 Westbound Ramps
NBL 497 0 497 430 0 430
NBT 418 15 433 738 50 788
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 324 13 337 395 8 403
SBR 389 0 389 183 0 183
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 134 0 134 159 0 159
WBT 0 0 0 0 0 0
WBR 31 0 31 15 0 15
North Leg
Approach 713 13 726 578 8 586
Departure 449 15 464 753 50 803
Total 1,162 28 1,190 1,331 58 1,389
South Leg
Approach 915 15 930 1,168 50 1,218
Departure 458 13 471 554 8 562
Total 1,373 28 1,401 1,722 58 1,780
East Leg
Approach 165 0 165 174 0 174
Departure 0 0 0 0 0 0
Total 165 0 165 174 0 174
West Leg
Approach 0 0 0 0 0 0
Departure 886 0 886 613 0 613
Total 886 0 886 613 0 613
Total Approaches
Approach 1,793 28 1,821 1,920 58 1,978
Departure 1,793 28 1,821 1,920 58 1,978
Total 3,586 56 3,642 3,840 116 3,956
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2361
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
22 Fowler Avenue/State Route 168 Eastbound Ramps
NBL 0 0 0 0 0 0
NBT 774 4 778 857 14 871
NBR 92 0 92 294 0 294
SBL 14 0 14 23 0 23
SBT 444 13 457 531 8 539
SBR 0 0 0 0 0 0
EBL 141 11 152 311 36 347
EBT 0 0 0 0 0 0
EBR 332 0 332 585 0 585
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 458 13 471 554 8 562
Departure 915 15 930 1,168 50 1,218
Total 1,373 28 1,401 1,722 58 1,780
South Leg
Approach 866 4 870 1,151 14 1,165
Departure 776 13 789 1,116 8 1,124
Total 1,642 17 1,659 2,267 22 2,289
East Leg
Approach 0 0 0 0 0 0
Departure 106 0 106 317 0 317
Total 106 0 106 317 0 317
West Leg
Approach 473 11 484 896 36 932
Departure 0 0 0 0 0 0
Total 473 11 484 896 36 932
Total Approaches
Approach 1,797 28 1,825 2,601 58 2,659
Departure 1,797 28 1,825 2,601 58 2,659
Total 3,594 56 3,650 5,202 116 5,318
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2362
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
23 Sunnyside Avenue/Project Driveway 1
NBL 0 0 0 0 0 0
NBT 22 10 32 26 32 58
NBR 0 7 7 0 21 21
SBL 0 0 0 0 0 0
SBT 25 28 53 26 19 45
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 19 19 0 13 13
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 25 28 53 26 19 45
Departure 22 10 32 26 32 58
Total 47 38 85 52 51 103
South Leg
Approach 22 17 39 26 53 79
Departure 25 47 72 26 32 58
Total 47 64 111 52 85 137
East Leg
Approach 0 19 19 0 13 13
Departure 0 7 7 0 21 21
Total 0 26 26 0 34 34
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 47 64 111 52 85 137
Departure 47 64 111 52 85 137
Total 94 128 222 104 170 274
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2363
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
24 Sunnyside Avenue/Project Driveway 2
NBL 0 0 0 0 0 0
NBT 22 16 38 26 54 80
NBR 0 19 19 0 61 61
SBL 0 0 0 0 0 0
SBT 25 47 72 26 32 58
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 85 85 0 57 57
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 25 47 72 26 32 58
Departure 22 16 38 26 54 80
Total 47 63 110 52 86 138
South Leg
Approach 22 35 57 26 115 141
Departure 25 132 157 26 89 115
Total 47 167 214 52 204 256
East Leg
Approach 0 85 85 0 57 57
Departure 0 19 19 0 61 61
Total 0 104 104 0 118 118
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 47 167 214 52 204 256
Departure 47 167 214 52 204 256
Total 94 334 428 104 408 512
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2364
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
25 Project Driveway 3/Shepherd 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 0 164 164 0 110 110
EBL 0 57 57 0 186 186
EBT 354 22 376 377 15 392
EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0
WBT 405 8 413 331 25 356
WBR 0 16 16 0 54 54
North Leg
Approach 0 164 164 0 110 110
Departure 0 73 73 0 240 240
Total 0 237 237 0 350 350
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 405 24 429 331 79 410
Departure 354 22 376 377 15 392
Total 759 46 805 708 94 802
West Leg
Approach 354 79 433 377 201 578
Departure 405 172 577 331 135 466
Total 759 251 1,010 708 336 1,044
Total Approaches
Approach 759 267 1,026 708 390 1,098
Departure 759 267 1,026 708 390 1,098
Total 1,518 534 2,052 1,416 780 2,196
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2365
AGENDA ITEM NO. 6.

Existing Existing
Existing (2022) Project Plus Existing Project Plus
Volumes Trips Project Volumes Trips Project
Table D‐1 ‐ Existing Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
26 Stanford Avenue‐Project Driveway 4/Perrin Road
NBL 0 28 28 0 19 19
NBT 0 19 19 0 13 13
NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0
SBT 0 1 1 0 4 4
SBR 15 0 15 12 0 12
EBL 15 0 15 13 0 13
EBT 0 0 0 0 0 0
EBR 0 10 10 0 32 32
WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 15 1 16 12 4 16
Departure 15 19 34 13 13 26
Total 30 20 50 25 17 42
South Leg
Approach 0 47 47 0 32 32
Departure 0 11 11 0 36 36
Total 0 58 58 0 68 68
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 15 10 25 13 32 45
Departure 15 28 43 12 19 31
Total 30 38 68 25 51 76
Total Approaches
Approach 30 58 88 25 68 93
Departure 30 58 88 25 68 93
Total 60 116 176 50 136 186
P:\DNV2201\Traffic\March_2023\model.xlsx\2022 TM (4/28/2023) 2366
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project 1 Willow Avenue/Behymer Avenue 1 Willow Avenue/Behymer Avenue NBL 84 46 0 130 0 130 NBL 120 50 0 170 0 170
NBT 552 176 15 743 32 775 NBT 451 267 10 728 21 749
NBR 16 3 0 19 0 19 NBR 24 12 0 36 0 36
SBL 44 0 4 48 1 49 SBL 37 0 14 51 4 55
SBT 576 178 5 759 11 770 SBT 354 263 17 634 36 670
SBR 74 1 0 75 0 75 SBR 10 2 0 12 0 12
EBL 67 2 0 69 0 69 EBL 11 1 0 12 0 12
EBT 125 7 1 133 0 133 EBT 45 9 3 57 0 57
EBR 203 35 0 238 0 238 EBR 81 47 0 128 0 128
WBL 16 5 0 21 0 21 WBL 31 11 0 42 0 42
WBT 128 7 3 138 0 138 WBT 89 9 2 100 0 100
WBR 43 0 12 55 3 58 WBR 18 0 8 26 2 28
North Leg North Leg
Approach 694 179 9 882 12 894 Approach 401 265 31 697 40 737Departure 662 178 27 867 35 902 Departure 480 268 18 766 23 789 Total 1,356 357 36 1,749 47 1,796 Total 881 533 49 1,463 63 1,526 South Leg South Leg
Approach 652 225 15 892 32 924 Approach 595 329 10 934 21 955 Departure 795 218 5 1,018 11 1,029 Departure 466 321 17 804 36 840 Total 1,447 443 20 1,910 43 1,953 Total 1,061 650 27 1,738 57 1,795 East Leg East Leg
Approach 187 12 15 214 3 217 Approach 138 20 10 168 2 170 Departure 185 10 5 200 1 201 Departure 106 21 17 144 4 148 Total 372 22 20 414 4 418 Total 244 41 27 312 6 318
West Leg West Leg
Approach 395 44 1 440 0 440 Approach 137 57 3 197 0 197 Departure 286 54 3 343 0 343 Departure 219 61 2 282 0 282Total 681 98 4 783 0 783 Total 356 118 5 479 0 479 Total Approaches Total Approaches
Approach 1,928 460 40 2,428 47 2,475 Approach 1,271 671 54 1,996 63 2,059 Departure 1,928 460 40 2,428 47 2,475 Departure 1,271 671 54 1,996 63 2,059 Total 3,856 920 80 4,856 94 4,950 Total 2,542 1,342 108 3,992 126 4,118 Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2367
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 Willow Avenue/Shepherd Avenue 2 Willow Avenue/Shepherd Avenue NBL 160 25 0 185 0 185 NBL 243 36 0 279 0 279
NBT 587 285 0 872 0 872 NBT 657 725 0 1,382 0 1,382NBR 49 161 1 211 2 213 NBR 89 373 3 465 7 472 SBL 161 74 5 240 11 251 SBL 127 150 17 294 36 330
SBT 740 530 0 1,270 0 1,270 SBT 464 537 0 1,001 0 1,001 SBR 50 151 0 201 0 201 SBR 31 166 0 197 0 197
EBL 29 78 0 107 0 107 EBL 36 216 0 252 0 252
EBT 243 138 12 393 13 406 EBT 323 285 38 646 43 689
EBR 145 5 0 150 0 150 EBR 113 10 0 123 0 123
WBL 44 244 3 291 6 297 WBL 34 300 2 336 4 340
WBT 298 248 34 580 38 618 WBT 315 231 23 569 25 594
WBR 98 99 15 212 32 244 WBR 145 128 10 283 21 304
North Leg North Leg
Approach 951 755 5 1,711 11 1,722 Approach 622 853 17 1,492 36 1,528Departure 714 462 15 1,191 32 1,223 Departure 838 1,069 10 1,917 21 1,938Total 1,665 1,217 20 2,902 43 2,945 Total 1,460 1,922 27 3,409 57 3,466 South Leg South Leg
Approach 796 471 1 1,268 2 1,270 Approach 989 1,134 3 2,126 7 2,133 Departure 929 779 3 1,711 6 1,717 Departure 611 847 2 1,460 4 1,464 Total 1,725 1,250 4 2,979 8 2,987 Total 1,600 1,981 5 3,586 11 3,597 East Leg East Leg
Approach 440 591 52 1,083 76 1,159 Approach 494 659 35 1,188 50 1,238Departure 453 373 18 844 26 870 Departure 539 808 58 1,405 86 1,491Total 893 964 70 1,927 102 2,029 Total 1,033 1,467 93 2,593 136 2,729 West Leg West Leg
Approach 417 221 12 650 13 663 Approach 472 511 38 1,021 43 1,064 Departure 508 424 34 966 38 1,004 Departure 589 433 23 1,045 25 1,070Total 925 645 46 1,616 51 1,667 Total 1,061 944 61 2,066 68 2,134 Total Approaches Total Approaches
Approach 2,604 2,038 70 4,712 102 4,814 Approach 2,577 3,157 93 5,827 136 5,963Departure 2,604 2,038 70 4,712 102 4,814 Departure 2,577 3,157 93 5,827 136 5,963Total 5,208 4,076 140 9,424 204 9,628 Total 5,154 6,314 186 11,654 272 11,926 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2368
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 Minnewawa Avenue/Behymer Avenue 3 Minnewawa Avenue/Behymer Avenue NBL 41 4 0 45 0 45 NBL 46 3 0 49 0 49
NBT 212 44 0 256 0 256 NBT 205 38 0 243 0 243
NBR 8 3 0 11 0 11 NBR 6 12 0 18 0 18SBL 123 0 3 126 0 126 SBL 95 0 10 105 0 105 SBT 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 2 EBL 3 0 0 3 0 3 EBL 3 0 0 3 0 3
EBT 114 6 5 125 1 126 EBT 69 6 17 92 4 96
EBR 44 2 0 46 0 46 EBR 30 4 0 34 0 34
WBL 12 5 0 17 0 17 WBL 6 11 0 17 0 17
WBT 145 4 15 164 3 167 WBT 86 7 10 103 2 105
WBR 297 0 9 306 0 306 WBR 99 0 6 105 0 105
North Leg North Leg
Approach 351 25 3 379 0 379 Approach 287 49 10 346 0 346 Departure 512 44 9 565 0 565 Departure 307 38 6 351 0 351Total 863 69 12 944 0 944 Total 594 87 16 697 0 697 South Leg South Leg
Approach 261 51 0 312 0 312 Approach 257 53 0 310 0 310 Departure 281 32 0 313 0 313 Departure 226 64 0 290 0 290 Total 542 83 0 625 0 625 Total 483 117 0 600 0 600
East Leg East Leg
Approach 454 9 24 487 3 490 Approach 191 18 16 225 2 227 Departure 245 9 8 262 1 263 Departure 170 18 27 215 4 219 Total 699 18 32 749 4 753 Total 361 36 43 440 6 446
West Leg West Leg
Approach 161 8 5 174 1 175 Approach 102 10 17 129 4 133 Departure 189 8 15 212 3 215 Departure 134 10 10 154 2 156 Total 350 16 20 386 4 390 Total 236 20 27 283 6 289
Total Approaches Total Approaches
Approach 1,227 93 32 1,352 4 1,356 Approach 837 130 43 1,010 6 1,016 Departure 1,227 93 32 1,352 4 1,356 Departure 837 130 43 1,010 6 1,016 Total 2,454 186 64 2,704 8 2,712 Total 1,674 260 86 2,020 12 2,032 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2369
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 Minnewawa Avenue/Shepherd Avenue 4 Minnewawa Avenue/Shepherd Avenue NBL 127 64 0 191 0 191 NBL 104 91 0 195 0 195
NBT 150 107 0 257 0 257 NBT 152 337 0 489 0 489
NBR 41 26 8 75 14 89 NBR 26 50 28 104 46 150
SBL 103 102 0 205 0 205 SBL 76 75 0 151 0 151
SBT 159 300 0 459 0 459 SBT 142 204 0 346 0 346
SBR 29 88 0 117 0 117 SBR 13 90 0 103 0 103
EBL 33 51 0 84 0 84 EBL 20 117 0 137 0 137
EBT 339 283 19 641 27 668 EBT 390 439 63 892 89 981
EBR 152 89 0 241 0 241 EBR 81 72 0 153 0 153
WBL 44 38 25 107 41 148 WBL 19 41 17 77 28 105
WBT 291 299 55 645 79 724 WBT 342 436 37 815 53 868
WBR 91 42 0 133 0 133 WBR 85 116 0 201 0 201
North Leg North Leg
Approach 291 490 0 781 0 781 Approach 231 369 0 600 0 600 Departure 274 200 0 474 0 474 Departure 257 570 0 827 0 827 Total 565 690 0 1,255 0 1,255 Total 488 939 0 1,427 0 1,427 South Leg South Leg
Approach 318 197 8 523 14 537 Approach 282 478 28 788 46 834 Departure 355 427 25 807 41 848 Departure 242 317 17 576 28 604 Total 673 624 33 1,330 55 1,385 Total 524 795 45 1,364 74 1,438 East Leg East Leg
Approach 426 379 80 885 120 1,005 Approach 446 593 54 1,093 81 1,174Departure 483 411 27 921 41 962 Departure 492 564 91 1,147 135 1,282 Total 909 790 107 1,806 161 1,967 Total 938 1,157 145 2,240 216 2,456 West Leg West Leg
Approach 524 423 19 966 27 993 Approach 491 628 63 1,182 89 1,271Departure 447 451 55 953 79 1,032 Departure 459 617 37 1,113 53 1,166Total 971 874 74 1,919 106 2,025 Total 950 1,245 100 2,295 142 2,437 Total Approaches Total Approaches
Approach 1,559 1,489 107 3,155 161 3,316 Approach 1,450 2,068 145 3,663 216 3,879 Departure 1,559 1,489 107 3,155 161 3,316 Departure 1,450 2,068 145 3,663 216 3,879Total 3,118 2,978 214 6,310 322 6,632 Total 2,900 4,136 290 7,326 432 7,758 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2370
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 Clovis Avenue/Shepherd Avenue 5 Clovis Avenue/Shepherd Avenue NBL 80 31 0 111 0 111 NBL 140 63 0 203 0 203
NBT 59 79 55 193 0 193 NBT 44 167 181 392 0 392
NBR 86 19 0 105 27 132 NBR 70 16 0 86 89 175
SBL 19 93 40 152 0 152 SBL 10 94 27 131 0 131
SBT 71 149 160 380 0 380 SBT 24 133 108 265 0 265
SBR 67 54 80 201 0 201 SBR 26 76 54 156 0 156
EBL 32 48 28 108 0 108 EBL 32 64 90 186 0 186
EBT 337 306 0 643 41 684 EBT 343 384 0 727 136 863
EBR 118 16 0 134 0 134 EBR 103 52 0 155 0 155
WBL 109 26 0 135 78 213 WBL 77 34 0 111 53 164
WBT 294 235 0 529 120 649 WBT 304 489 0 793 81 874
WBR 48 51 14 113 0 113 WBR 7 90 45 142 0 142
North Leg North Leg
Approach 157 296 280 733 0 733 Approach 60 303 189 552 0 552Departure 139 178 97 414 0 414 Departure 83 321 316 720 0 720Total 296 474 377 1,147 0 1,147 Total 143 624 505 1,272 0 1,272 South Leg South Leg
Approach 225 129 55 409 27 436 Approach 254 246 181 681 89 770Departure 298 191 160 649 78 727 Departure 204 219 108 531 53 584 Total 523 320 215 1,058 105 1,163 Total 458 465 289 1,212 142 1,354 East Leg East Leg
Approach 451 312 14 777 198 975 Approach 388 613 45 1,046 134 1,180Departure 442 418 40 900 68 968 Departure 423 494 27 944 225 1,169 Total 893 730 54 1,677 266 1,943 Total 811 1,107 72 1,990 359 2,349 West Leg West Leg
Approach 487 370 28 885 41 926 Approach 478 500 90 1,068 136 1,204Departure 441 320 80 841 120 961 Departure 470 628 54 1,152 81 1,233Total 928 690 108 1,726 161 1,887 Total 948 1,128 144 2,220 217 2,437 Total Approaches Total Approaches
Approach 1,320 1,107 377 2,804 266 3,070 Approach 1,180 1,662 505 3,347 359 3,706 Departure 1,320 1,107 377 2,804 266 3,070 Departure 1,180 1,662 505 3,347 359 3,706Total 2,640 2,214 754 5,608 532 6,140 Total 2,360 3,324 1,010 6,694 718 7,412 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2371
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 Clovis Avenue/Teague Avenue 6 Clovis Avenue/Teague Avenue NBL 263 2 0 265 0 265 NBL 156 1 0 157 0 157
NBT 209 106 51 366 25 391 NBT 290 271 167 728 82 810
NBR 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 0 SBT 273 224 147 644 72 716 SBT 223 174 99 496 49 545
SBR 183 1 12 196 6 202 SBR 60 2 8 70 4 74
EBL 73 2 4 79 2 81 EBL 67 2 14 83 7 90
EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0
EBR 222 1 0 223 0 223 EBR 87 2 0 89 0 89
WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0
North Leg North Leg
Approach 456 225 159 840 78 918 Approach 283 176 107 566 53 619Departure 282 108 55 445 27 472 Departure 357 273 181 811 89 900 Total 738 333 214 1,285 105 1,390 Total 640 449 288 1,377 142 1,519 South Leg South Leg
Approach 472 108 51 631 25 656 Approach 446 272 167 885 82 967 Departure 495 225 147 867 72 939 Departure 310 176 99 585 49 634 Total 967 333 198 1,498 97 1,595 Total 756 448 266 1,470 131 1,601 East Leg East Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0 Total 0 0 0 0 0 0
West Leg West Leg
Approach 295 3 4 302 2 304 Approach 154 4 14 172 7 179
Departure 446 3 12 461 6 467 Departure 216 3 8 227 4 231 Total 741 6 16 763 8 771 Total 370 7 22 399 11 410
Total Approaches Total Approaches
Approach 1,223 336 214 1,773 105 1,878 Approach 883 452 288 1,623 142 1,765Departure 1,223 336 214 1,773 105 1,878 Departure 883 452 288 1,623 142 1,765 Total 2,446 672 428 3,546 210 3,756 Total 1,766 904 576 3,246 284 3,530 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2372
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
7 Clovis Avenue/Nees Avenue 7 Clovis Avenue/Nees Avenue NBL 70 83 0 153 0 153 NBL 124 188 0 312 0 312
NBT 294 102 41 437 25 462 NBT 400 264 136 800 82 882
NBR 20 0 0 20 0 20 NBR 46 0 0 46 0 46
SBL 70 0 0 70 0 70 SBL 43 0 0 43 0 43
SBT 416 215 120 751 72 823 SBT 253 170 81 504 49 553
SBR 42 2 28 72 0 72 SBR 27 2 19 48 0 48
EBL 30 1 10 41 0 41 EBL 22 2 31 55 0 55
EBT 306 45 0 351 1 352 EBT 415 53 0 468 4 472
EBR 194 147 0 341 0 341 EBR 249 144 0 393 0 393
WBL 35 0 0 35 32 67 WBL 22 0 0 22 21 43WBT 363 33 0 396 3 399 WBT 385 62 0 447 2 449 WBR 180 0 0 180 0 180 WBR 74 0 0 74 0 74
North Leg North Leg
Approach 528 217 148 893 72 965 Approach 323 172 100 595 49 644Departure 504 103 51 658 25 683 Departure 496 266 167 929 82 1,011 Total 1,032 320 199 1,551 97 1,648 Total 819 438 267 1,524 131 1,655 South Leg South Leg
Approach 384 185 41 610 25 635 Approach 570 452 136 1,158 82 1,240 Departure 645 362 120 1,127 104 1,231 Departure 524 314 81 919 70 989Total 1,029 547 161 1,737 129 1,866 Total 1,094 766 217 2,077 152 2,229 East Leg East Leg
Approach 578 33 0 611 35 646 Approach 481 62 0 543 23 566 Departure 396 45 0 441 1 442 Departure 504 53 0 557 4 561Total 974 78 0 1,052 36 1,088 Total 985 115 0 1,100 27 1,127 West Leg West Leg
Approach 530 193 10 733 1 734 Approach 686 199 31 916 4 920 Departure 475 118 28 621 3 624 Departure 536 252 19 807 2 809Total 1,005 311 38 1,354 4 1,358 Total 1,222 451 50 1,723 6 1,729 Total Approaches Total Approaches
Approach 2,020 628 199 2,847 133 2,980 Approach 2,060 885 267 3,212 158 3,370Departure 2,020 628 199 2,847 133 2,980 Departure 2,060 885 267 3,212 158 3,370 Total 4,040 1,256 398 5,694 266 5,960 Total 4,120 1,770 534 6,424 316 6,740 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2373
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
8 Clovis Avenue/Alluvial Avenue 8 Clovis Avenue/Alluvial Avenue NBL 127 0 0 127 0 127 NBL 146 1 0 147 0 147
NBT 282 155 39 476 25 501 NBT 558 395 129 1,082 82 1,164 NBR 61 0 0 61 0 61 NBR 67 0 0 67 0 67
SBL 126 28 0 154 0 154 SBL 77 30 0 107 0 107
SBT 576 325 114 1,015 104 1,119 SBT 454 264 77 795 70 865 SBR 34 0 6 40 0 40 SBR 13 0 4 17 0 17
EBL 13 0 2 15 0 15 EBL 15 0 7 22 0 22
EBT 269 15 0 284 1 285 EBT 342 11 0 353 4 357
EBR 153 1 0 154 0 154 EBR 175 1 0 176 0 176
WBL 44 0 0 44 0 44 WBL 36 0 0 36 0 36
WBT 407 8 0 415 3 418 WBT 302 18 0 320 2 322
WBR 89 15 0 104 0 104 WBR 77 39 0 116 0 116
North Leg North Leg
Approach 736 353 120 1,209 104 1,313 Approach 544 294 81 919 70 989 Departure 384 170 41 595 25 620 Departure 650 434 136 1,220 82 1,302Total 1,120 523 161 1,804 129 1,933 Total 1,194 728 217 2,139 152 2,291 South Leg South Leg
Approach 470 155 39 664 25 689 Approach 771 396 129 1,296 82 1,378Departure 773 326 114 1,213 104 1,317 Departure 665 265 77 1,007 70 1,077 Total 1,243 481 153 1,877 129 2,006 Total 1,436 661 206 2,303 152 2,455 East Leg East Leg
Approach 540 23 0 563 3 566 Approach 415 57 0 472 2 474 Departure 456 43 0 499 1 500 Departure 486 41 0 527 4 531 Total 996 66 0 1,062 4 1,066 Total 901 98 0 999 6 1,005 West Leg West Leg
Approach 435 16 2 453 1 454 Approach 532 12 7 551 4 555 Departure 568 8 6 582 3 585 Departure 461 19 4 484 2 486 Total 1,003 24 8 1,035 4 1,039 Total 993 31 11 1,035 6 1,041 Total Approaches Total Approaches
Approach 2,181 547 161 2,889 133 3,022 Approach 2,262 759 217 3,238 158 3,396Departure 2,181 547 161 2,889 133 3,022 Departure 2,262 759 217 3,238 158 3,396 Total 4,362 1,094 322 5,778 266 6,044 Total 4,524 1,518 434 6,476 316 6,792 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2374
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
9 State Route 168 Westbound Ramps/Herndon Avenue 9 State Route 168 Westbound Ramps/Herndon Avenue NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0
SBL 66 7 0 73 0 73 SBL 66 7 0 73 0 73
SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0
SBR 729 0 0 729 0 729 SBR 342 0 0 342 0 342
EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0
EBT 957 88 2 1,047 2 1,049 EBT 1,653 88 7 1,748 7 1,755 EBR 491 20 0 511 0 511 EBR 529 16 0 545 0 545
WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0
WBT 1,454 70 6 1,530 6 1,536 WBT 1,451 136 4 1,591 4 1,595 WBR 576 152 74 802 85 887 WBR 540 119 50 709 57 766
North Leg North Leg
Approach 795 7 0 802 0 802 Approach 408 7 0 415 0 415
Departure 576 152 74 802 85 887 Departure 540 119 50 709 57 766 Total 1,371 159 74 1,604 85 1,689 Total 948 126 50 1,124 57 1,181 South Leg South Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0
Departure 491 20 0 511 0 511 Departure 529 16 0 545 0 545 Total 491 20 0 511 0 511 Total 529 16 0 545 0 545
East Leg East Leg
Approach 2,030 222 80 2,332 91 2,423 Approach 1,991 255 54 2,300 61 2,361 Departure 1,023 95 2 1,120 2 1,122 Departure 1,719 95 7 1,821 7 1,828Total 3,053 317 82 3,452 93 3,545 Total 3,710 350 61 4,121 68 4,189 West Leg West Leg
Approach 1,448 108 2 1,558 2 1,560 Approach 2,182 104 7 2,293 7 2,300 Departure 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 82 4,692 93 4,785 Approach 4,581 366 61 5,008 68 5,076 Departure 4,273 337 82 4,692 93 4,785 Departure 4,581 366 61 5,008 68 5,076 Total 8,546 674 164 9,384 186 9,570 Total 9,162 732 122 10,016 136 10,152 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2375
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
10 State Route 168 Eastbound Ramps/Herndon Avenue 10 State Route 168 Eastbound Ramps/Herndon Avenue NBL 454 9 0 463 0 463 NBL 497 23 0 520 0 520
NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0
NBR 479 75 25 579 19 598 NBR 677 165 84 926 61 987
SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0
EBT 810 85 2 897 2 899 EBT 1,359 89 7 1,455 7 1,462
EBR 213 10 0 223 0 223 EBR 360 7 0 367 0 367
WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0
WBT 1,576 208 80 1,864 91 1,955 WBT 1,494 213 54 1,761 61 1,822 WBR 79 4 0 83 0 83 WBR 184 15 0 199 0 199
North 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 0 199 Total 79 4 0 83 0 83 Total 184 15 0 199 0 199
South Leg South Leg
Approach 933 84 25 1,042 19 1,061 Approach 1,174 188 84 1,446 61 1,507Departure 213 10 0 223 0 223 Departure 360 7 0 367 0 367 Total 1,146 94 25 1,265 19 1,284 Total 1,534 195 84 1,813 61 1,874 East Leg East Leg
Approach 1,655 212 80 1,947 91 2,038 Approach 1,678 228 54 1,960 61 2,021 Departure 1,289 160 27 1,476 21 1,497 Departure 2,036 254 91 2,381 68 2,449 Total 2,944 372 107 3,423 112 3,535 Total 3,714 482 145 4,341 129 4,470 West Leg West Leg
Approach 1,023 95 2 1,120 2 1,122 Approach 1,719 96 7 1,822 7 1,829 Departure 2,030 217 80 2,327 91 2,418 Departure 1,991 236 54 2,281 61 2,342 Total 3,053 312 82 3,447 93 3,540 Total 3,710 332 61 4,103 68 4,171 Total Approaches Total Approaches
Approach 3,611 391 107 4,109 112 4,221 Approach 4,571 512 145 5,228 129 5,357Departure 3,611 391 107 4,109 112 4,221 Departure 4,571 512 145 5,228 129 5,357 Total 7,222 782 214 8,218 224 8,442 Total 9,142 1,024 290 10,456 258 10,714 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2376
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
11 Clovis Avenue/Herndon Avenue 11 Clovis Avenue/Herndon Avenue NBL 232 18 0 250 0 250 NBL 350 39 0 389 0 389
NBT 255 41 8 304 3 307 NBT 402 119 28 549 11 560
NBR 120 2 0 122 0 122 NBR 276 4 0 280 0 280
SBL 161 24 9 194 3 197 SBL 271 37 6 314 2 316SBT 283 93 25 401 9 410 SBT 262 76 17 355 6 361 SBR 402 151 80 633 91 724 SBR 266 103 54 423 61 484
EBL 243 64 28 335 21 356 EBL 366 153 90 609 68 677
EBT 832 55 0 887 0 887 EBT 1,368 60 0 1,428 0 1,428
EBR 214 35 0 249 0 249 EBR 302 28 0 330 0 330
WBL 148 4 0 152 0 152 WBL 316 3 0 319 0 319
WBT 1,021 42 0 1,063 0 1,063 WBT 1,062 75 0 1,137 0 1,137 WBR 157 16 3 176 1 177 WBR 132 57 10 199 4 203
North Leg North Leg
Approach 846 268 114 1,228 103 1,331 Approach 799 216 77 1,092 69 1,161 Departure 655 121 39 815 25 840 Departure 900 329 128 1,357 83 1,440 Total 1,501 389 153 2,043 128 2,171 Total 1,699 545 205 2,449 152 2,601 South Leg South Leg
Approach 607 61 8 676 3 679 Approach 1,028 162 28 1,218 11 1,229Departure 645 132 25 802 9 811 Departure 880 107 17 1,004 6 1,010Total 1,252 193 33 1,478 12 1,490 Total 1,908 269 45 2,222 17 2,239 East Leg East Leg
Approach 1,326 62 3 1,391 1 1,392 Approach 1,510 135 10 1,655 4 1,659Departure 1,113 81 9 1,203 3 1,206 Departure 1,915 101 6 2,022 2 2,024Total 2,439 143 12 2,594 4 2,598 Total 3,425 236 16 3,677 6 3,683 West Leg West Leg
Approach 1,289 154 28 1,471 21 1,492 Approach 2,036 241 90 2,367 68 2,435 Departure 1,655 211 80 1,946 91 2,037 Departure 1,678 217 54 1,949 61 2,010 Total 2,944 365 108 3,417 112 3,529 Total 3,714 458 144 4,316 129 4,445 Total Approaches Total Approaches
Approach 4,068 545 153 4,766 128 4,894 Approach 5,373 754 205 6,332 152 6,484Departure 4,068 545 153 4,766 128 4,894 Departure 5,373 754 205 6,332 152 6,484 Total 8,136 1,090 306 9,532 256 9,788 Total 10,746 1,508 410 12,664 304 12,968 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2377
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
12 Sunnyside Avenue/Behymer Avenue 12 Sunnyside Avenue/Behymer Avenue NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0
SBL 2 0 0 2 0 2 SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0
EBT 253 5 0 258 1 259 EBT 179 4 0 183 4 187
EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0
WBT 438 3 0 441 3 444 WBT 198 5 0 203 2 205
WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0
North Leg North Leg
Approach 2 0 0 2 0 2 Approach 0 0 0 0 0 0Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0Total 2 0 0 2 0 2 Total 0 0 0 0 0 0 South Leg South 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 0 Total 0 0 0 0 0 0 Total 0 0 0 0 0 0
East Leg East Leg
Approach 438 3 0 441 3 444 Approach 198 5 0 203 2 205
Departure 254 5 0 259 1 261 Departure 179 4 0 183 4 187 Total 692 8 0 700 4 705 Total 377 9 0 386 6 392
West Leg West Leg
Approach 253 5 0 258 1 259 Approach 179 4 0 183 4 187
Departure 438 3 0 441 3 444 Departure 198 5 0 203 2 205 Total 691 8 0 699 4 703 Total 377 9 0 386 6 392
Total Approaches Total Approaches
Approach 692 8 0 700 4 705 Approach 377 9 0 386 6 392
Departure 692 8 0 700 4 705 Departure 377 9 0 386 6 392 Total 1,385 16 0 1,401 8 1,410 Total 754 18 0 772 12 784 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2378
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
13 Sunnyside Avenue/Shepherd Avenue 13 Sunnyside Avenue/Shepherd Avenue NBL 54 53 3 110 0 110 NBL 80 93 10 183 0 183
NBT 11 0 0 11 4 15 NBT 11 0 0 11 14 25NBR 27 11 0 38 11 49 NBR 31 7 0 38 36 74 SBL 2 0 0 2 22 24 SBL 4 0 0 4 15 19SBT 14 0 0 14 44 58 SBT 13 0 0 13 30 43 SBR 9 24 0 33 66 99 SBR 9 54 0 63 45 108
EBL 8 32 0 40 23 63 EBL 9 49 0 58 75 133
EBT 325 339 31 695 46 741 EBT 342 373 21 736 150 886
EBR 106 80 9 195 0 195 EBR 70 84 6 160 0 160
WBL 31 4 0 35 32 67 WBL 29 12 0 41 21 62
WBT 371 207 11 589 132 721 WBT 296 495 35 826 89 915
WBR 3 0 0 3 8 11 WBR 6 0 0 6 25 31
North Leg North Leg
Approach 25 24 0 49 132 181 Approach 26 54 0 80 90 170
Departure 22 32 0 54 35 89 Departure 26 49 0 75 114 189 Total 47 56 0 103 167 270 Total 52 103 0 155 204 359
South Leg South Leg
Approach 92 64 3 159 15 174 Approach 122 100 10 232 50 282Departure 151 84 9 244 76 320 Departure 112 96 6 214 51 265Total 243 148 12 403 91 494 Total 234 196 16 446 101 547 East Leg East Leg
Approach 405 211 11 627 172 799 Approach 331 507 35 873 135 1,008 Departure 354 350 31 735 79 814 Departure 377 380 21 778 201 979 Total 759 561 42 1,362 251 1,613 Total 708 887 56 1,651 336 1,987 West Leg West Leg
Approach 439 451 40 930 69 999 Approach 421 506 27 954 225 1,179 Departure 434 284 14 732 198 930 Departure 385 642 45 1,072 134 1,206Total 873 735 54 1,662 267 1,929 Total 806 1,148 72 2,026 359 2,385 Total Approaches Total Approaches
Approach 961 750 54 1,765 388 2,153 Approach 900 1,167 72 2,139 500 2,639 Departure 961 750 54 1,765 388 2,153 Departure 900 1,167 72 2,139 500 2,639Total 1,922 1,500 108 3,530 776 4,306 Total 1,800 2,334 144 4,278 1,000 5,278 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2379
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
14 Sunnyside Avenue/Teague Avenue 14 Sunnyside Avenue/Teague Avenue NBL 2 0 0 2 0 2 NBL 0 0 0 0 0 0
NBT 74 15 3 92 15 107 NBT 120 38 10 168 50 218
NBR 5 9 0 14 0 14 NBR 7 32 0 39 0 39SBL 5 10 0 15 0 15 SBL 2 33 0 35 0 35 SBT 139 42 9 190 76 266 SBT 112 32 6 150 51 201
SBR 0 0 0 0 0 0 SBR 1 0 0 1 0 1
EBL 5 0 0 5 0 5 EBL 1 0 0 1 0 1
EBT 4 0 0 4 0 4 EBT 1 0 0 1 0 1
EBR 1 0 0 1 0 1 EBR 3 0 0 3 0 3
WBL 17 29 0 46 0 46 WBL 8 19 0 27 0 27
WBT 6 0 0 6 0 6 WBT 3 0 0 3 0 3
WBR 10 30 0 40 0 40 WBR 12 19 0 31 0 31
North Leg North Leg
Approach 144 52 9 205 76 281 Approach 115 65 6 186 51 237Departure 89 45 3 137 15 152 Departure 133 57 10 200 50 250Total 233 97 12 342 91 433 Total 248 122 16 386 101 487 South Leg South Leg
Approach 81 24 3 108 15 123 Approach 127 70 10 207 50 257 Departure 157 71 9 237 76 313 Departure 123 51 6 180 51 231Total 238 95 12 345 91 436 Total 250 121 16 387 101 488 East Leg East Leg
Approach 33 59 0 92 0 92 Approach 23 38 0 61 0 61
Departure 14 19 0 33 0 33 Departure 10 65 0 75 0 75
Total 47 78 0 125 0 125 Total 33 103 0 136 0 136
West Leg West Leg
Approach 10 0 0 10 0 10 Approach 5 0 0 5 0 5
Departure 8 0 0 8 0 8 Departure 4 0 0 4 0 4
Total 18 0 0 18 0 18 Total 9 0 0 9 0 9
Total Approaches Total Approaches
Approach 268 135 12 415 91 506 Approach 270 173 16 459 101 560 Departure 268 135 12 415 91 506 Departure 270 173 16 459 101 560 Total 536 270 24 830 182 1,012 Total 540 346 32 918 202 1,120 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2380
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
15 Sunnyside Avenue/Nees Avenue 15 Sunnyside Avenue/Nees Avenue NBL 137 0 0 137 0 137 NBL 115 0 0 115 0 115
NBT 57 13 3 73 15 88 NBT 98 39 10 147 50 197
NBR 17 0 0 17 0 17 NBR 35 0 0 35 0 35
SBL 22 0 0 22 0 22 SBL 17 0 0 17 0 17
SBT 115 43 9 167 44 211 SBT 90 29 6 125 30 155
SBR 34 14 0 48 32 80 SBR 19 9 0 28 21 49
EBL 12 5 0 17 0 17 EBL 24 15 0 39 0 39
EBT 269 12 0 281 0 281 EBT 364 11 0 375 0 375
EBR 85 0 0 85 0 85 EBR 74 0 0 74 0 74
WBL 25 0 0 25 0 25 WBL 32 0 0 32 0 32
WBT 367 6 0 373 0 373 WBT 337 17 0 354 0 354
WBR 14 0 0 14 0 14 WBR 15 0 0 15 0 15
North Leg North Leg
Approach 171 57 9 237 76 313 Approach 126 38 6 170 51 221Departure 83 18 3 104 15 119 Departure 137 54 10 201 50 251Total 254 75 12 341 91 432 Total 263 92 16 371 101 472 South Leg South Leg
Approach 211 13 3 227 15 242 Approach 248 39 10 297 50 347Departure 225 43 9 277 44 321 Departure 196 29 6 231 30 261Total 436 56 12 504 59 563 Total 444 68 16 528 80 608 East Leg East Leg
Approach 406 6 0 412 0 412 Approach 384 17 0 401 0 401
Departure 308 12 0 320 0 320 Departure 416 11 0 427 0 427 Total 714 18 0 732 0 732 Total 800 28 0 828 0 828
West Leg West Leg
Approach 366 17 0 383 0 383 Approach 462 26 0 488 0 488 Departure 538 20 0 558 32 590 Departure 471 26 0 497 21 518Total 904 37 0 941 32 973 Total 933 52 0 985 21 1,006 Total Approaches Total Approaches
Approach 1,154 93 12 1,259 91 1,350 Approach 1,220 120 16 1,356 101 1,457Departure 1,154 93 12 1,259 91 1,350 Departure 1,220 120 16 1,356 101 1,457 Total 2,308 186 24 2,518 182 2,700 Total 2,440 240 32 2,712 202 2,914 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2381
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
16 Fowler Avenue/Behymer Avenue 16 Fowler Avenue/Behymer AvenueNBL 424 1 0 425 3 428 NBL 163 1 0 164 2 166 NBT 75 7 0 82 0 82 NBT 79 5 0 84 0 84
NBR 1 0 0 1 0 1 NBR 3 0 0 3 0 3
SBL 0 0 0 0 0 0 SBL 1 0 0 1 0 1
SBT 80 2 0 82 0 82 SBT 59 9 0 68 0 68
SBR 16 0 0 16 0 16 SBR 5 0 0 5 0 5
EBL 10 0 0 10 0 10 EBL 7 0 0 7 0 7
EBT 0 1 0 1 0 1 EBT 3 1 0 4 0 4
EBR 233 1 0 234 1 235 EBR 176 1 0 177 4 181
WBL 4 0 0 4 0 4 WBL 4 0 0 4 0 4
WBT 8 1 0 9 0 9 WBT 4 1 0 5 0 5
WBR 0 0 0 0 0 0 WBR 1 0 0 1 0 1
North Leg North Leg
Approach 96 2 0 98 0 98 Approach 65 9 0 74 0 74
Departure 85 7 0 92 0 92 Departure 87 5 0 92 0 92
Total 181 9 0 190 0 190 Total 152 14 0 166 0 166
South Leg South Leg
Approach 500 8 0 508 3 511 Approach 245 6 0 251 2 253
Departure 317 3 0 320 1 321 Departure 239 10 0 249 4 253 Total 817 11 0 828 4 832 Total 484 16 0 500 6 506
East Leg East Leg
Approach 12 1 0 13 0 13 Approach 9 1 0 10 0 10
Departure 1 1 0 2 0 2 Departure 7 1 0 8 0 8
Total 13 2 0 15 0 15 Total 16 2 0 18 0 18
West Leg West Leg
Approach 243 2 0 245 1 246 Approach 186 2 0 188 4 192
Departure 448 2 0 450 3 453 Departure 172 2 0 174 2 176 Total 691 4 0 695 4 699 Total 358 4 0 362 6 368
Total Approaches Total Approaches
Approach 851 13 0 864 4 868 Approach 505 18 0 523 6 529 Departure 851 13 0 864 4 868 Departure 505 18 0 523 6 529 Total 1,702 26 0 1,728 8 1,736 Total 1,010 36 0 1,046 12 1,058 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2382
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
17 Fowler Avenue/Ticonderoga 17 Fowler Avenue/TiconderogaNBL 9 0 0 9 0 9 NBL 9 0 0 9 0 9NBT 488 8 0 496 0 496 NBT 238 6 0 244 0 244NBR 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 0 SBT 310 3 0 313 0 313 SBT 238 10 0 248 0 248
SBR 7 0 0 7 1 8 SBR 2 0 0 2 4 6
EBL 7 0 0 7 3 10 EBL 3 0 0 3 2 5
EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0
EBR 8 0 0 8 16 24 EBR 6 0 0 6 11 17WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0 WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0
North Leg North Leg
Approach 317 3 0 320 1 321 Approach 240 10 0 250 4 254
Departure 495 8 0 503 3 506 Departure 241 6 0 247 2 249 Total 812 11 0 823 4 827 Total 481 16 0 497 6 503
South Leg South Leg
Approach 497 8 0 505 0 505 Approach 247 6 0 253 0 253
Departure 318 3 0 321 16 337 Departure 244 10 0 254 11 265 Total 815 11 0 826 16 842 Total 491 16 0 507 11 518
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 0 Total 0 0 0 0 0 0 Total 0 0 0 0 0 0
West Leg West Leg
Approach 15 0 0 15 19 34 Approach 9 0 0 9 13 22
Departure 16 0 0 16 1 17 Departure 11 0 0 11 4 15
Total 31 0 0 31 20 51 Total 20 0 0 20 17 37
Total Approaches Total Approaches
Approach 829 11 0 840 20 860 Approach 496 16 0 512 17 529 Departure 829 11 0 840 20 860 Departure 496 16 0 512 17 529Total 1,658 22 0 1,680 40 1,720 Total 992 32 0 1,024 34 1,058 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2383
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
18 Fowler Avenue/Shepherd Avenue 18 Fowler Avenue/Shepherd Avenue NBL 141 47 4 192 16 208 NBL 109 105 14 228 54 282
NBT 92 5 0 97 0 97 NBT 119 3 0 122 0 122
NBR 34 4 0 38 0 38 NBR 73 3 0 76 0 76
SBL 185 0 0 185 0 185 SBL 110 0 0 110 0 110
SBT 125 1 0 126 16 142 SBT 112 6 0 118 11 129
SBR 18 9 0 27 0 27 SBR 14 22 0 36 0 36
EBL 20 12 0 32 0 32 EBL 23 20 0 43 0 43
EBT 281 253 18 552 22 574 EBT 276 282 12 570 15 585
EBR 51 77 12 140 0 140 EBR 75 78 8 161 0 161
WBL 36 1 0 37 0 37 WBL 47 5 0 52 0 52
WBT 279 154 6 439 8 447 WBT 240 373 21 634 25 659
WBR 370 0 0 370 0 370 WBR 128 0 0 128 0 128
North Leg North Leg
Approach 328 10 0 338 16 354 Approach 236 28 0 264 11 275Departure 482 17 0 499 0 499 Departure 270 23 0 293 0 293Total 810 27 0 837 16 853 Total 506 51 0 557 11 568 South Leg South Leg
Approach 267 56 4 327 16 343 Approach 301 111 14 426 54 480 Departure 212 79 12 303 16 319 Departure 234 89 8 331 11 342Total 479 135 16 630 32 662 Total 535 200 22 757 65 822 East Leg East Leg
Approach 685 155 6 846 8 854 Approach 415 378 21 814 25 839Departure 500 257 18 775 22 797 Departure 459 285 12 756 15 771 Total 1,185 412 24 1,621 30 1,651 Total 874 663 33 1,570 40 1,610 West Leg West Leg
Approach 352 342 30 724 22 746 Approach 374 380 20 774 15 789Departure 438 210 10 658 24 682 Departure 363 500 35 898 79 977 Total 790 552 40 1,382 46 1,428 Total 737 880 55 1,672 94 1,766 Total Approaches Total Approaches
Approach 1,632 563 40 2,235 62 2,297 Approach 1,326 897 55 2,278 105 2,383 Departure 1,632 563 40 2,235 62 2,297 Departure 1,326 897 55 2,278 105 2,383 Total 3,264 1,126 80 4,470 124 4,594 Total 2,652 1,794 110 4,556 210 4,766 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2384
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
19 Fowler Avenue/Teague Avenue 19 Fowler Avenue/Teague AvenueNBL 3 4 0 7 0 7 NBL 9 14 0 23 0 23 NBT 164 18 4 186 16 202 NBT 309 49 14 372 54 426
NBR 7 0 0 7 0 7 NBR 13 0 0 13 0 13
SBL 19 0 0 19 0 19 SBL 9 0 0 9 0 9
SBT 238 51 12 301 16 317 SBT 247 38 8 293 11 304
SBR 10 41 0 51 0 51 SBR 6 34 0 40 0 40
EBL 4 21 0 25 0 25 EBL 3 47 0 50 0 50
EBT 6 0 0 6 0 6 EBT 3 0 0 3 0 3
EBR 6 13 0 19 0 19 EBR 5 8 0 13 0 13
WBL 17 0 0 17 0 17 WBL 5 0 0 5 0 5
WBT 8 0 0 8 0 8 WBT 7 0 0 7 0 7
WBR 30 0 0 30 0 30 WBR 15 0 0 15 0 15
North Leg North Leg
Approach 267 92 12 371 16 387 Approach 262 72 8 342 11 353Departure 198 39 4 241 16 257 Departure 327 96 14 437 54 491Total 465 131 16 612 32 644 Total 589 168 22 779 65 844 South Leg South Leg
Approach 174 22 4 200 16 216 Approach 331 63 14 408 54 462 Departure 261 64 12 337 16 353 Departure 257 46 8 311 11 322Total 435 86 16 537 32 569 Total 588 109 22 719 65 784 East Leg East Leg
Approach 55 0 0 55 0 55 Approach 27 0 0 27 0 27
Departure 32 0 0 32 0 32 Departure 25 0 0 25 0 25
Total 87 0 0 87 0 87 Total 52 0 0 52 0 52
West Leg West Leg
Approach 16 34 0 50 0 50 Approach 11 55 0 66 0 66
Departure 21 45 0 66 0 66 Departure 22 48 0 70 0 70
Total 37 79 0 116 0 116 Total 33 103 0 136 0 136
Total Approaches Total Approaches
Approach 512 148 16 676 32 708 Approach 631 190 22 843 65 908 Departure 512 148 16 676 32 708 Departure 631 190 22 843 65 908 Total 1,024 296 32 1,352 64 1,416 Total 1,262 380 44 1,686 130 1,816 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2385
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
20 Fowler Avenue/Nees Avenue 20 Fowler Avenue/Nees AvenueNBL 111 0 0 111 0 111 NBL 163 0 0 163 0 163 NBT 123 17 3 143 15 158 NBT 270 40 10 320 50 370
NBR 37 0 0 37 0 37 NBR 62 0 0 62 0 62
SBL 28 5 3 36 3 39 SBL 34 4 2 40 2 42
SBT 215 45 9 269 13 282 SBT 201 32 6 239 8 247
SBR 32 0 0 32 0 32 SBR 36 0 0 36 0 36
EBL 20 0 0 20 0 20 EBL 30 0 0 30 0 30
EBT 202 12 0 214 0 214 EBT 269 11 0 280 0 280
EBR 87 0 0 87 0 87 EBR 114 0 0 114 0 114
WBL 73 0 0 73 0 73 WBL 37 0 0 37 0 37
WBT 272 6 0 278 0 278 WBT 222 18 0 240 0 240
WBR 32 3 1 36 1 37 WBR 33 6 3 42 4 46
North Leg North Leg
Approach 275 50 12 337 16 353 Approach 271 36 8 315 10 325Departure 175 20 4 199 16 215 Departure 333 46 13 392 54 446Total 450 70 16 536 32 568 Total 604 82 21 707 64 771 South Leg South Leg
Approach 271 17 3 291 15 306 Approach 495 40 10 545 50 595 Departure 375 45 9 429 13 442 Departure 352 32 6 390 8 398Total 646 62 12 720 28 748 Total 847 72 16 935 58 993 East Leg East Leg
Approach 377 9 1 387 1 388 Approach 292 24 3 319 4 323
Departure 267 17 3 287 3 290 Departure 365 15 2 382 2 384 Total 644 26 4 674 4 678 Total 657 39 5 701 6 707
West Leg West Leg
Approach 309 12 0 321 0 321 Approach 413 11 0 424 0 424 Departure 415 6 0 421 0 421 Departure 421 18 0 439 0 439 Total 724 18 0 742 0 742 Total 834 29 0 863 0 863
Total Approaches Total Approaches
Approach 1,232 88 16 1,336 32 1,368 Approach 1,471 111 21 1,603 64 1,667Departure 1,232 88 16 1,336 32 1,368 Departure 1,471 111 21 1,603 64 1,667 Total 2,464 176 32 2,672 64 2,736 Total 2,942 222 42 3,206 128 3,334 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2386
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
21 Fowler Avenue/State Route 168 Westbound Ramps 21 Fowler Avenue/State Route 168 Westbound Ramps NBL 497 19 0 516 0 516 NBL 430 12 0 442 0 442
NBT 418 15 2 435 15 450 NBT 738 34 7 779 50 829
NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0
SBT 324 14 6 344 13 357 SBT 395 11 4 410 8 418
SBR 389 19 0 408 0 408 SBR 183 12 0 195 0 195
EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0
WBL 134 1 0 135 0 135 WBL 159 4 0 163 0 163
WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0
WBR 31 0 0 31 0 31 WBR 15 0 0 15 0 15
North Leg North Leg
Approach 713 33 6 752 13 765 Approach 578 23 4 605 8 613 Departure 449 15 2 466 15 481 Departure 753 34 7 794 50 844Total 1,162 48 8 1,218 28 1,246 Total 1,331 57 11 1,399 58 1,457 South Leg South Leg
Approach 915 34 2 951 15 966 Approach 1,168 46 7 1,221 50 1,271Departure 458 15 6 479 13 492 Departure 554 15 4 573 8 581Total 1,373 49 8 1,430 28 1,458 Total 1,722 61 11 1,794 58 1,852 East Leg East Leg
Approach 165 1 0 166 0 166 Approach 174 4 0 178 0 178
Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0
Total 165 1 0 166 0 166 Total 174 4 0 178 0 178
West Leg West Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0
Departure 886 38 0 924 0 924 Departure 613 24 0 637 0 637 Total 886 38 0 924 0 924 Total 613 24 0 637 0 637
Total Approaches Total Approaches
Approach 1,793 68 8 1,869 28 1,897 Approach 1,920 73 11 2,004 58 2,062Departure 1,793 68 8 1,869 28 1,897 Departure 1,920 73 11 2,004 58 2,062 Total 3,586 136 16 3,738 56 3,794 Total 3,840 146 22 4,008 116 4,124 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2387
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
22 Fowler Avenue/State Route 168 Eastbound Ramps 22 Fowler Avenue/State Route 168 Eastbound RampsNBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0 NBT 774 27 2 803 4 807 NBT 857 24 7 888 14 902NBR 92 4 0 96 0 96 NBR 294 2 0 296 0 296 SBL 14 0 0 14 0 14 SBL 23 0 0 23 0 23
SBT 444 16 6 466 13 479 SBT 531 15 4 550 8 558
SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0
EBL 141 7 0 148 11 159 EBL 311 21 0 332 36 368
EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0
EBR 332 6 0 338 0 338 EBR 585 20 0 605 0 605
WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0
WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0
North Leg North Leg
Approach 458 16 6 480 13 493 Approach 554 15 4 573 8 581 Departure 915 34 2 951 15 966 Departure 1,168 45 7 1,220 50 1,270Total 1,373 50 8 1,431 28 1,459 Total 1,722 60 11 1,793 58 1,851 South Leg South Leg
Approach 866 31 2 899 4 903 Approach 1,151 26 7 1,184 14 1,198Departure 776 22 6 804 13 817 Departure 1,116 35 4 1,155 8 1,163Total 1,642 53 8 1,703 17 1,720 Total 2,267 61 11 2,339 22 2,361 East Leg East Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0Departure 106 4 0 110 0 110 Departure 317 2 0 319 0 319 Total 106 4 0 110 0 110 Total 317 2 0 319 0 319
West Leg West Leg
Approach 473 13 0 486 11 497 Approach 896 41 0 937 36 973 Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0
Total 473 13 0 486 11 497 Total 896 41 0 937 36 973
Total Approaches Total Approaches
Approach 1,797 60 8 1,865 28 1,893 Approach 2,601 82 11 2,694 58 2,752Departure 1,797 60 8 1,865 28 1,893 Departure 2,601 82 11 2,694 58 2,752 Total 3,594 120 16 3,730 56 3,786 Total 5,202 164 22 5,388 116 5,504 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2388
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
23 Sunnyside Avenue/Project Driveway 1 23 Sunnyside Avenue/Project Driveway 1 NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0
NBT 22 32 0 54 10 64 NBT 26 49 0 75 32 107
NBR 0 0 0 0 7 7 NBR 0 0 0 0 21 21
SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0
SBT 25 24 0 49 28 77 SBT 26 54 0 80 19 99
SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0
WBL 0 0 0 0 19 19 WBL 0 0 0 0 13 13WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0 WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0
North Leg North Leg
Approach 25 24 0 49 28 77 Approach 26 54 0 80 19 99
Departure 22 32 0 54 10 64 Departure 26 49 0 75 32 107
Total 47 56 0 103 38 141 Total 52 103 0 155 51 206
South Leg South Leg
Approach 22 32 0 54 17 71 Approach 26 49 0 75 53 128
Departure 25 24 0 49 47 96 Departure 26 54 0 80 32 112Total 47 56 0 103 64 167 Total 52 103 0 155 85 240 East Leg East Leg
Approach 0 0 0 0 19 19 Approach 0 0 0 0 13 13Departure 0 0 0 0 7 7 Departure 0 0 0 0 21 21 Total 0 0 0 0 26 26 Total 0 0 0 0 34 34
West Leg West Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0 Total 0 0 0 0 0 0
Total Approaches Total Approaches
Approach 47 56 0 103 64 167 Approach 52 103 0 155 85 240 Departure 47 56 0 103 64 167 Departure 52 103 0 155 85 240Total 94 112 0 206 128 334 Total 104 206 0 310 170 480 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2389
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
24 Sunnyside Avenue/Project Driveway 2 24 Sunnyside Avenue/Project Driveway 2 NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0
NBT 22 32 0 54 16 70 NBT 26 49 0 75 54 129
NBR 0 0 0 0 19 19 NBR 0 0 0 0 61 61SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0 SBT 25 24 0 49 47 96 SBT 26 54 0 80 32 112
SBR 0 0 0 0 0 0 SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0 EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0
WBL 0 0 0 0 85 85 WBL 0 0 0 0 57 57WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0 WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0
North Leg North Leg
Approach 25 24 0 49 47 96 Approach 26 54 0 80 32 112
Departure 22 32 0 54 16 70 Departure 26 49 0 75 54 129
Total 47 56 0 103 63 166 Total 52 103 0 155 86 241
South Leg South Leg
Approach 22 32 0 54 35 89 Approach 26 49 0 75 115 190
Departure 25 24 0 49 132 181 Departure 26 54 0 80 89 169Total 47 56 0 103 167 270 Total 52 103 0 155 204 359 East Leg East Leg
Approach 0 0 0 0 85 85 Approach 0 0 0 0 57 57Departure 0 0 0 0 19 19 Departure 0 0 0 0 61 61 Total 0 0 0 0 104 104 Total 0 0 0 0 118 118
West Leg West Leg
Approach 0 0 0 0 0 0 Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0 Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0 Total 0 0 0 0 0 0
Total Approaches Total Approaches
Approach 47 56 0 103 167 270 Approach 52 103 0 155 204 359 Departure 47 56 0 103 167 270 Departure 52 103 0 155 204 359Total 94 112 0 206 334 540 Total 104 206 0 310 408 718 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2390
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
25 Project Driveway 3/Shepherd Avenue 25 Project Driveway 3/Shepherd Avenue NBL 0 0 0 0 0 0 NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0 NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0 NBR 0 0 0 0 0 0
SBL 0 0 0 0 0 0 SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0 SBT 0 0 0 0 0 0
SBR 0 0 0 0 164 164 SBR 0 0 0 0 110 110EBL 0 0 0 0 57 57 EBL 0 0 0 0 186 186 EBT 354 347 31 735 22 757 EBT 377 379 21 778 15 793
EBR 0 0 0 0 0 0 EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0
WBT 405 208 11 627 8 635 WBT 331 506 35 873 25 898
WBR 0 0 0 0 16 16 WBR 0 0 0 0 54 54
North Leg North Leg
Approach 0 0 0 0 164 164 Approach 0 0 0 0 110 110
Departure 0 0 0 0 73 73 Departure 0 0 0 0 240 240
Total 0 0 0 0 237 237 Total 0 0 0 0 350 350
South Leg South 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 0 Total 0 0 0 0 0 0 Total 0 0 0 0 0 0
East Leg East Leg
Approach 405 208 11 627 24 651 Approach 331 506 35 873 79 952Departure 354 347 31 735 22 757 Departure 377 379 21 778 15 793 Total 759 555 42 1,362 46 1,408 Total 708 885 56 1,651 94 1,745 West Leg West Leg
Approach 354 347 31 735 79 814 Approach 377 379 21 778 201 979 Departure 405 208 11 627 172 799 Departure 331 506 35 873 135 1,008 Total 759 555 42 1,362 251 1,613 Total 708 885 56 1,651 336 1,987 Total Approaches Total Approaches
Approach 759 555 42 1,362 267 1,629 Approach 708 885 56 1,651 390 2,041 Departure 759 555 42 1,362 267 1,629 Departure 708 885 56 1,651 390 2,041Total 1,518 1,110 84 2,724 534 3,258 Total 1,416 1,770 112 3,302 780 4,082 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2391
AGENDA ITEM NO. 6.

Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Existing (2022) Cumulative Tract Map Near‐Term (2028) Near‐Term (2028) Without Project 6343 Without Project Plus Without Project 6343 Without Project Plus Project Trips Trips Project Trips Project Project Trips Trips Project Trips Project Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary Table D‐2 ‐ Near‐Term (2028) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
26 Stanford Avenue‐Project Driveway 4/Perrin Road 26 Stanford Avenue‐Project Driveway 4/Perrin Road NBL 0 0 0 0 28 28 NBL 0 0 0 0 19 19
NBT 0 0 0 0 19 19 NBT 0 0 0 0 13 13NBR 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 0 SBT 0 0 0 0 1 1 SBT 0 0 0 0 4 4
SBR 15 0 0 15 0 15 SBR 12 0 0 12 0 12
EBL 15 0 0 15 0 15 EBL 13 0 0 13 0 13
EBT 0 0 0 0 0 0 EBT 0 0 0 0 0 0
EBR 0 0 0 0 10 10 EBR 0 0 0 0 32 32WBL 0 0 0 0 0 0 WBL 0 0 0 0 0 0 WBT 0 0 0 0 0 0 WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0 WBR 0 0 0 0 0 0
North Leg North Leg
Approach 15 0 0 15 1 16 Approach 12 0 0 12 4 16
Departure 15 0 0 15 19 34 Departure 13 0 0 13 13 26Total 30 0 0 30 20 50 Total 25 0 0 25 17 42 South Leg South Leg
Approach 0 0 0 0 47 47 Approach 0 0 0 0 32 32Departure 0 0 0 0 11 11 Departure 0 0 0 0 36 36 Total 0 0 0 0 58 58 Total 0 0 0 0 68 68
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 0 Total 0 0 0 0 0 0 Total 0 0 0 0 0 0
West Leg West Leg
Approach 15 0 0 15 10 25 Approach 13 0 0 13 32 45
Departure 15 0 0 15 28 43 Departure 12 0 0 12 19 31
Total 30 0 0 30 38 68 Total 25 0 0 25 51 76
Total Approaches Total Approaches
Approach 30 0 0 30 58 88 Approach 25 0 0 25 68 93
Departure 30 0 0 30 58 88 Departure 25 0 0 25 68 93Total 60 0 0 60 116 176 Total 50 0 0 50 136 186 P:\DNV2201\Traffic\March_2023\model.xlsx\2028 Near Term TM (4/28/2023) 2392
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (2046) Project (2046) Without Project Trips Without Project Trips Plus Project Without Project Trips Without Project Trips Plus Project 1 Willow Avenue/Behymer Avenue
NBL 137 0 137 0 137 179 0 179 0 179
NBT 764 15 779 32 811 754 10 764 21 785
NBR 20 0 20 0 20 180 0 180 0 180
SBL 54 4 58 1 59 100 14 114 4 118
SBT 792 5 797 11 808 648 17 665 36 701
SBR 79 0 79 0 79 13 0 13 0 13
EBL 72 0 72 0 72 13 0 13 0 13
EBT 156 1 157 0 157 118 3 121 0 121
EBR 250 0 250 0 250 134 0 134 0 134
WBL 99 0 99 0 99 128 0 128 0 128
WBT 362 3 365 0 365 140 2 142 0 142
WBR 156 12 168 3 171 42 8 50 2 52
North Leg
Approach 925 9 934 12 946 761 31 792 40 832
Departure 992 27 1,019 35 1,054 809 18 827 23 850
Total 1,917 36 1,953 47 2,000 1,570 49 1,619 63 1,682
South Leg
Approach 921 15 936 32 968 1,113 10 1,123 21 1,144
Departure 1,141 5 1,146 11 1,157 910 17 927 36 963
Total 2,062 20 2,082 43 2,125 2,023 27 2,050 57 2,107
East Leg
Approach 617 15 632 3 635 310 10 320 2 322
Departure 230 5 235 1 236 398 17 415 4 419
Total 847 20 867 4 871 708 27 735 6 741
West Leg
Approach 478 1 479 0 479 265 3 268 0 268
Departure 578 3 581 0 581 332 2 334 0 334
Total 1,056 4 1,060 0 1,060 597 5 602 0 602
Total Approaches
Approach 2,941 40 2,981 47 3,028 2,449 54 2,503 63 2,566 Departure 2,941 40 2,981 47 3,028 2,449 54 2,503 63 2,566 Total 5,882 80 5,962 94 6,056 4,898 108 5,006 126 5,132 AM Peak Hour PM Peak Hour
Table D‐3 ‐ Cumulative (2046) Peak Hour Volume Summary
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2393
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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/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 1 319 2 321 485 3 488 7 495
SBL 247 5 252 11 263 291 17 308 36 344
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 12 406 13 419 638 38 676 43 719
EBR 286 0 286 0 286 387 0 387 0 387
WBL 302 3 305 6 311 351 2 353 4 357
WBT 573 34 607 38 645 573 23 596 25 621
WBR 207 15 222 32 254 287 10 297 21 318
North Leg
Approach 1,792 5 1,797 11 1,808 1,549 17 1,566 36 1,602 Departure 1,235 15 1,250 32 1,282 2,003 10 2,013 21 2,034 Total 3,027 20 3,047 43 3,090 3,552 27 3,579 57 3,636
South Leg
Approach 1,624 1 1,625 2 1,627 2,229 3 2,232 7 2,239
Departure 1,922 3 1,925 6 1,931 1,789 2 1,791 4 1,795
Total 3,546 4 3,550 8 3,558 4,018 5 4,023 11 4,034
East Leg
Approach 1,082 52 1,134 76 1,210 1,211 35 1,246 50 1,296 Departure 959 18 977 26 1,003 1,414 58 1,472 86 1,558
Total 2,041 70 2,111 102 2,213 2,625 93 2,718 136 2,854 West Leg
Approach 792 12 804 13 817 1,290 38 1,328 43 1,371
Departure 1,174 34 1,208 38 1,246 1,073 23 1,096 25 1,121 Total 1,966 46 2,012 51 2,063 2,363 61 2,424 68 2,492
Total Approaches
Approach 5,290 70 5,360 102 5,462 6,279 93 6,372 136 6,508 Departure 5,290 70 5,360 102 5,462 6,279 93 6,372 136 6,508 Total 10,580 140 10,720 204 10,924 12,558 186 12,744 272 13,016 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2394
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 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 3 166 0 166 193 10 203 0 203
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 5 132 1 133 353 17 370 4 374
EBR 96 0 96 0 96 101 0 101 0 101
WBL 43 0 43 0 43 18 0 18 0 18
WBT 508 15 523 3 526 206 10 216 2 218
WBR 371 9 380 0 380 154 6 160 0 160
North Leg
Approach 760 3 763 0 763 450 10 460 0 460
Departure 643 9 652 0 652 591 6 597 0 597
Total 1,403 12 1,415 0 1,415 1,041 16 1,057 0 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 24 946 3 949 378 16 394 2 396
Departure 302 8 310 1 311 574 27 601 4 605
Total 1,224 32 1,256 4 1,260 952 43 995 6 1,001
West Leg
Approach 226 5 231 1 232 461 17 478 4 482
Departure 631 15 646 3 649 358 10 368 2 370
Total 857 20 877 4 881 819 27 846 6 852
Total Approaches
Approach 2,304 32 2,336 4 2,340 1,896 43 1,939 6 1,945
Departure 2,304 32 2,336 4 2,340 1,896 43 1,939 6 1,945 Total 4,608 64 4,672 8 4,680 3,792 86 3,878 12 3,890
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2395
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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/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 8 78 14 92 80 28 108 46 154
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 19 672 27 699 870 63 933 89 1,022
EBR 364 0 364 0 364 218 0 218 0 218
WBL 86 25 111 41 152 63 17 80 28 108
WBT 620 55 675 79 754 817 37 854 53 907
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 8 606 14 620 1,074 28 1,102 46 1,148
Departure 1,342 25 1,367 41 1,408 785 17 802 28 830
Total 1,940 33 1,973 55 2,028 1,859 45 1,904 74 1,978
East Leg
Approach 846 80 926 120 1,046 1,091 54 1,145 81 1,226
Departure 1,054 27 1,081 41 1,122 1,109 91 1,200 135 1,335 Total 1,900 107 2,007 161 2,168 2,200 145 2,345 216 2,561 West Leg
Approach 1,105 19 1,124 27 1,151 1,232 63 1,295 89 1,384 Departure 961 55 1,016 79 1,095 1,238 37 1,275 53 1,328 Total 2,066 74 2,140 106 2,246 2,470 100 2,570 142 2,712 Total Approaches
Approach 3,895 107 4,002 161 4,163 4,168 145 4,313 216 4,529 Departure 3,895 107 4,002 161 4,163 4,168 145 4,313 216 4,529 Total 7,790 214 8,004 322 8,326 8,336 290 8,626 432 9,058 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2396
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Clovis Avenue/Shepherd Avenue
NBL 117 0 117 0 117 222 0 222 0 222
NBT 142 55 197 0 197 495 181 676 0 676
NBR 146 0 146 27 173 277 0 277 89 366
SBL 119 40 159 0 159 109 27 136 0 136
SBT 437 160 597 0 597 165 108 273 0 273
SBR 206 80 286 0 286 107 54 161 0 161
EBL 82 28 110 0 110 101 90 191 0 191
EBT 675 0 675 41 716 763 0 763 136 899
EBR 210 0 210 0 210 163 0 163 0 163
WBL 239 0 239 78 317 234 0 234 53 287
WBT 555 0 555 120 675 833 0 833 81 914
WBR 152 14 166 0 166 102 45 147 0 147
North Leg
Approach 762 280 1,042 0 1,042 381 189 570 0 570
Departure 376 97 473 0 473 698 316 1,014 0 1,014
Total 1,138 377 1,515 0 1,515 1,079 505 1,584 0 1,584
South Leg
Approach 405 55 460 27 487 994 181 1,175 89 1,264
Departure 886 160 1,046 78 1,124 562 108 670 53 723
Total 1,291 215 1,506 105 1,611 1,556 289 1,845 142 1,987 East Leg
Approach 946 14 960 198 1,158 1,169 45 1,214 134 1,348
Departure 940 40 980 68 1,048 1,149 27 1,176 225 1,401
Total 1,886 54 1,940 266 2,206 2,318 72 2,390 359 2,749 West Leg
Approach 967 28 995 41 1,036 1,027 90 1,117 136 1,253
Departure 878 80 958 120 1,078 1,162 54 1,216 81 1,297
Total 1,845 108 1,953 161 2,114 2,189 144 2,333 217 2,550 Total Approaches
Approach 3,080 377 3,457 266 3,723 3,571 505 4,076 359 4,435 Departure 3,080 377 3,457 266 3,723 3,571 505 4,076 359 4,435 Total 6,160 754 6,914 532 7,446 7,142 1,010 8,152 718 8,870 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2397
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Clovis Avenue/Teague Avenue
NBL 283 0 283 0 283 165 0 165 0 165
NBT 380 51 431 25 456 943 167 1,110 82 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 761 147 908 72 980 482 99 581 49 630
SBR 283 12 295 6 301 65 8 73 4 77
EBL 79 4 83 2 85 140 14 154 7 161
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 1,044 159 1,203 78 1,281 547 107 654 53 707
Departure 459 55 514 27 541 1,083 181 1,264 89 1,353
Total 1,503 214 1,717 105 1,822 1,630 288 1,918 142 2,060 South Leg
Approach 663 51 714 25 739 1,108 167 1,275 82 1,357
Departure 995 147 1,142 72 1,214 590 99 689 49 738
Total 1,658 198 1,856 97 1,953 1,698 266 1,964 131 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 4 317 2 319 248 14 262 7 269
Departure 566 12 578 6 584 230 8 238 4 242
Total 879 16 895 8 903 478 22 500 11 511
Total Approaches
Approach 2,020 214 2,234 105 2,339 1,903 288 2,191 142 2,333 Departure 2,020 214 2,234 105 2,339 1,903 288 2,191 142 2,333 Total 4,040 428 4,468 210 4,678 3,806 576 4,382 284 4,666 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2398
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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/Nees Avenue
NBL 161 0 161 0 161 328 0 328 0 328
NBT 401 41 442 25 467 697 136 833 82 915
NBR 21 0 21 0 21 48 0 48 0 48
SBL 115 0 115 0 115 110 0 110 0 110
SBT 660 120 780 72 852 454 81 535 49 584
SBR 108 28 136 0 136 31 19 50 0 50
EBL 61 10 71 0 71 70 31 101 0 101
EBT 399 0 399 1 400 590 0 590 4 594
EBR 358 0 358 0 358 413 0 413 0 413
WBL 37 0 37 32 69 33 0 33 21 54
WBT 468 0 468 3 471 469 0 469 2 471
WBR 233 0 233 0 233 351 0 351 0 351
North Leg
Approach 883 148 1,031 72 1,103 595 100 695 49 744
Departure 695 51 746 25 771 1,118 167 1,285 82 1,367
Total 1,578 199 1,777 97 1,874 1,713 267 1,980 131 2,111 South Leg
Approach 583 41 624 25 649 1,073 136 1,209 82 1,291
Departure 1,055 120 1,175 104 1,279 900 81 981 70 1,051 Total 1,638 161 1,799 129 1,928 1,973 217 2,190 152 2,342 East Leg
Approach 738 0 738 35 773 853 0 853 23 876
Departure 535 0 535 1 536 748 0 748 4 752
Total 1,273 0 1,273 36 1,309 1,601 0 1,601 27 1,628
West Leg
Approach 818 10 828 1 829 1,073 31 1,104 4 1,108
Departure 737 28 765 3 768 828 19 847 2 849
Total 1,555 38 1,593 4 1,597 1,901 50 1,951 6 1,957
Total Approaches
Approach 3,022 199 3,221 133 3,354 3,594 267 3,861 158 4,019 Departure 3,022 199 3,221 133 3,354 3,594 267 3,861 158 4,019 Total 6,044 398 6,442 266 6,708 7,188 534 7,722 316 8,038 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2399
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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/Alluvial Avenue
NBL 279 0 279 0 279 261 0 261 0 261
NBT 459 39 498 25 523 1,001 129 1,130 82 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 946 114 1,060 104 1,164 754 77 831 70 901
SBR 57 6 63 0 63 28 4 32 0 32
EBL 14 2 16 0 16 16 7 23 0 23
EBT 291 0 291 1 292 400 0 400 4 404
EBR 193 0 193 0 193 185 0 185 0 185
WBL 46 0 46 0 46 38 0 38 0 38
WBT 416 0 416 3 419 336 0 336 2 338
WBR 109 0 109 0 109 122 0 122 0 122
North Leg
Approach 1,165 120 1,285 104 1,389 907 81 988 70 1,058
Departure 582 41 623 25 648 1,139 136 1,275 82 1,357
Total 1,747 161 1,908 129 2,037 2,046 217 2,263 152 2,415 South Leg
Approach 829 39 868 25 893 1,352 129 1,481 82 1,563
Departure 1,185 114 1,299 104 1,403 977 77 1,054 70 1,124 Total 2,014 153 2,167 129 2,296 2,329 206 2,535 152 2,687 East Leg
Approach 571 0 571 3 574 496 0 496 2 498
Departure 544 0 544 1 545 615 0 615 4 619
Total 1,115 0 1,115 4 1,119 1,111 0 1,111 6 1,117
West Leg
Approach 498 2 500 1 501 601 7 608 4 612
Departure 752 6 758 3 761 625 4 629 2 631
Total 1,250 8 1,258 4 1,262 1,226 11 1,237 6 1,243
Total Approaches
Approach 3,063 161 3,224 133 3,357 3,356 217 3,573 158 3,731 Departure 3,063 161 3,224 133 3,357 3,356 217 3,573 158 3,731 Total 6,126 322 6,448 266 6,714 6,712 434 7,146 316 7,462 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2400
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 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 74 848 85 933 722 50 772 57 829
North Leg
Approach 865 0 865 0 865 483 0 483 0 483
Departure 774 74 848 85 933 722 50 772 57 829
Total 1,639 74 1,713 85 1,798 1,205 50 1,255 57 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 80 2,546 91 2,637 3,005 54 3,059 61 3,120 Departure 1,310 2 1,312 2 1,314 1,916 7 1,923 7 1,930
Total 3,776 82 3,858 93 3,951 4,921 61 4,982 68 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 82 5,544 93 5,637 5,936 61 5,997 68 6,065 Departure 5,462 82 5,544 93 5,637 5,936 61 5,997 68 6,065 Total 10,924 164 11,088 186 11,274 11,872 122 11,994 136 12,130 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2401
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 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 25 610 19 629 874 84 958 61 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 80 2,060 91 2,151 2,217 54 2,271 61 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 25 1,096 19 1,115 1,662 84 1,746 61 1,807 Departure 234 0 234 0 234 397 0 397 0 397
Total 1,305 25 1,330 19 1,349 2,059 84 2,143 61 2,204
East Leg
Approach 2,073 80 2,153 91 2,244 2,431 54 2,485 61 2,546 Departure 1,661 27 1,688 21 1,709 2,393 91 2,484 68 2,552 Total 3,734 107 3,841 112 3,953 4,824 145 4,969 129 5,098 West Leg
Approach 1,310 2 1,312 2 1,314 1,916 7 1,923 7 1,930
Departure 2,466 80 2,546 91 2,637 3,005 54 3,059 61 3,120 Total 3,776 82 3,858 93 3,951 4,921 61 4,982 68 5,050
Total Approaches
Approach 4,454 107 4,561 112 4,673 6,009 145 6,154 129 6,283 Departure 4,454 107 4,561 112 4,673 6,009 145 6,154 129 6,283 Total 8,908 214 9,122 224 9,346 12,018 290 12,308 258 12,566 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2402
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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/Herndon Avenue
NBL 380 0 380 0 380 609 0 609 0 609
NBT 443 8 451 3 454 575 28 603 11 614
NBR 158 0 158 0 158 320 0 320 0 320
SBL 194 9 203 3 206 323 6 329 2 331
SBT 445 25 470 9 479 355 17 372 6 378
SBR 581 80 661 91 752 399 54 453 61 514
EBL 361 28 389 21 410 545 90 635 68 703
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 3 185 1 186 198 10 208 4 212
North Leg
Approach 1,220 114 1,334 103 1,437 1,077 77 1,154 69 1,223 Departure 986 39 1,025 25 1,050 1,318 128 1,446 83 1,529 Total 2,206 153 2,359 128 2,487 2,395 205 2,600 152 2,752 South Leg
Approach 981 8 989 3 992 1,504 28 1,532 11 1,543
Departure 1,005 25 1,030 9 1,039 1,030 17 1,047 6 1,053 Total 1,986 33 2,019 12 2,031 2,534 45 2,579 17 2,596
East Leg
Approach 1,490 3 1,493 1 1,494 1,947 10 1,957 4 1,961
Departure 1,288 9 1,297 3 1,300 2,142 6 2,148 2 2,150
Total 2,778 12 2,790 4 2,794 4,089 16 4,105 6 4,111
West Leg
Approach 1,661 28 1,689 21 1,710 2,393 90 2,483 68 2,551 Departure 2,073 80 2,153 91 2,244 2,431 54 2,485 61 2,546 Total 3,734 108 3,842 112 3,954 4,824 144 4,968 129 5,097 Total Approaches
Approach 5,352 153 5,505 128 5,633 6,921 205 7,126 152 7,278 Departure 5,352 153 5,505 128 5,633 6,921 205 7,126 152 7,278 Total 10,704 306 11,010 256 11,266 13,842 410 14,252 304 14,556 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2403
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Sunnyside Avenue/Behymer 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 2 0 2 0 2 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 270 0 270 1 271 236 0 236 4 240
EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0 0 0
WBT 512 0 512 3 515 234 0 234 2 236
WBR 0 0 0 0 0 0 0 0 0 0
North Leg
Approach 2 0 2 0 2 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 2 0 2 0 2 0 0 0 0 0
South 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
East Leg
Approach 512 0 512 3 515 234 0 234 2 236
Departure 272 0 272 1 273 236 0 236 4 240
Total 784 0 784 4 788 470 0 470 6 476
West Leg
Approach 270 0 270 1 271 236 0 236 4 240
Departure 512 0 512 3 515 234 0 234 2 236
Total 782 0 782 4 786 470 0 470 6 476
Total Approaches
Approach 784 0 784 4 788 470 0 470 6 476
Departure 784 0 784 4 788 470 0 470 6 476
Total 1,568 0 1,568 8 1,576 940 0 940 12 952
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2404
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Sunnyside Avenue/Shepherd Avenue
NBL 112 3 115 0 115 182 10 192 0 192
NBT 82 0 82 4 86 286 0 286 14 300
NBR 40 0 40 11 51 40 0 40 36 76
SBL 310 0 310 22 332 153 0 153 15 168
SBT 397 0 397 44 441 157 0 157 30 187
SBR 413 0 413 66 479 341 0 341 45 386
EBL 199 0 199 23 222 353 0 353 75 428
EBT 697 31 728 46 774 751 21 772 150 922
EBR 195 9 204 0 204 162 6 168 0 168
WBL 37 0 37 32 69 43 0 43 21 64
WBT 607 11 618 132 750 831 35 866 89 955
WBR 91 0 91 8 99 309 0 309 25 334
North Leg
Approach 1,120 0 1,120 132 1,252 651 0 651 90 741
Departure 372 0 372 35 407 948 0 948 114 1,062
Total 1,492 0 1,492 167 1,659 1,599 0 1,599 204 1,803
South Leg
Approach 234 3 237 15 252 508 10 518 50 568
Departure 629 9 638 76 714 362 6 368 51 419
Total 863 12 875 91 966 870 16 886 101 987
East Leg
Approach 735 11 746 172 918 1,183 35 1,218 135 1,353
Departure 1,047 31 1,078 79 1,157 944 21 965 201 1,166
Total 1,782 42 1,824 251 2,075 2,127 56 2,183 336 2,519 West Leg
Approach 1,091 40 1,131 69 1,200 1,266 27 1,293 225 1,518 Departure 1,132 14 1,146 198 1,344 1,354 45 1,399 134 1,533 Total 2,223 54 2,277 267 2,544 2,620 72 2,692 359 3,051 Total Approaches
Approach 3,180 54 3,234 388 3,622 3,608 72 3,680 500 4,180 Departure 3,180 54 3,234 388 3,622 3,608 72 3,680 500 4,180 Total 6,360 108 6,468 776 7,244 7,216 144 7,360 1,000 8,360 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2405
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Sunnyside Avenue/Teague Avenue
NBL 3 0 3 0 3 0 0 0 0 0
NBT 90 3 93 15 108 326 10 336 50 386
NBR 15 0 15 0 15 41 0 41 0 41
SBL 16 0 16 0 16 37 0 37 0 37
SBT 431 9 440 76 516 183 6 189 51 240
SBR 0 0 0 0 0 1 0 1 0 1
EBL 6 0 6 0 6 2 0 2 0 2
EBT 4 0 4 0 4 1 0 1 0 1
EBR 1 0 1 0 1 3 0 3 0 3
WBL 48 0 48 0 48 28 0 28 0 28
WBT 6 0 6 0 6 3 0 3 0 3
WBR 42 0 42 0 42 37 0 37 0 37
North Leg
Approach 447 9 456 76 532 221 6 227 51 278
Departure 138 3 141 15 156 365 10 375 50 425
Total 585 12 597 91 688 586 16 602 101 703
South Leg
Approach 108 3 111 15 126 367 10 377 50 427
Departure 480 9 489 76 565 214 6 220 51 271
Total 588 12 600 91 691 581 16 597 101 698
East Leg
Approach 96 0 96 0 96 68 0 68 0 68
Departure 35 0 35 0 35 79 0 79 0 79
Total 131 0 131 0 131 147 0 147 0 147
West Leg
Approach 11 0 11 0 11 6 0 6 0 6
Departure 9 0 9 0 9 4 0 4 0 4
Total 20 0 20 0 20 10 0 10 0 10
Total Approaches
Approach 662 12 674 91 765 662 16 678 101 779
Departure 662 12 674 91 765 662 16 678 101 779
Total 1,324 24 1,348 182 1,530 1,324 32 1,356 202 1,558 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2406
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Sunnyside Avenue/Nees Avenue
NBL 152 0 152 0 152 227 0 227 0 227
NBT 74 3 77 15 92 249 10 259 50 309
NBR 20 0 20 0 20 54 0 54 0 54
SBL 43 0 43 0 43 20 0 20 0 20
SBT 352 9 361 44 405 151 6 157 30 187
SBR 63 0 63 32 95 29 0 29 21 50
EBL 18 0 18 0 18 54 0 54 0 54
EBT 328 0 328 0 328 494 0 494 0 494
EBR 162 0 162 0 162 140 0 140 0 140
WBL 52 0 52 0 52 50 0 50 0 50
WBT 462 0 462 0 462 483 0 483 0 483
WBR 19 0 19 0 19 28 0 28 0 28
North Leg
Approach 458 9 467 76 543 200 6 206 51 257
Departure 111 3 114 15 129 331 10 341 50 391
Total 569 12 581 91 672 531 16 547 101 648
South Leg
Approach 246 3 249 15 264 530 10 540 50 590
Departure 566 9 575 44 619 341 6 347 30 377
Total 812 12 824 59 883 871 16 887 80 967
East Leg
Approach 533 0 533 0 533 561 0 561 0 561
Departure 391 0 391 0 391 568 0 568 0 568
Total 924 0 924 0 924 1,129 0 1,129 0 1,129
West Leg
Approach 508 0 508 0 508 688 0 688 0 688
Departure 677 0 677 32 709 739 0 739 21 760
Total 1,185 0 1,185 32 1,217 1,427 0 1,427 21 1,448
Total Approaches
Approach 1,745 12 1,757 91 1,848 1,979 16 1,995 101 2,096 Departure 1,745 12 1,757 91 1,848 1,979 16 1,995 101 2,096 Total 3,490 24 3,514 182 3,696 3,958 32 3,990 202 4,192 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2407
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Fowler Avenue/Behymer Avenue
NBL 497 0 497 3 500 199 0 199 2 201
NBT 86 0 86 0 86 90 0 90 0 90
NBR 1 0 1 0 1 3 0 3 0 3
SBL 0 0 0 0 0 1 0 1 0 1
SBT 84 0 84 0 84 71 0 71 0 71
SBR 17 0 17 0 17 5 0 5 0 5
EBL 11 0 11 0 11 8 0 8 0 8
EBT 1 0 1 0 1 4 0 4 0 4
EBR 250 0 250 1 251 233 0 233 4 237
WBL 4 0 4 0 4 4 0 4 0 4
WBT 9 0 9 0 9 5 0 5 0 5
WBR 0 0 0 0 0 1 0 1 0 1
North Leg
Approach 101 0 101 0 101 77 0 77 0 77
Departure 97 0 97 0 97 99 0 99 0 99
Total 198 0 198 0 198 176 0 176 0 176
South Leg
Approach 584 0 584 3 587 292 0 292 2 294
Departure 338 0 338 1 339 308 0 308 4 312
Total 922 0 922 4 926 600 0 600 6 606
East Leg
Approach 13 0 13 0 13 10 0 10 0 10
Departure 2 0 2 0 2 8 0 8 0 8
Total 15 0 15 0 15 18 0 18 0 18
West Leg
Approach 262 0 262 1 263 245 0 245 4 249
Departure 523 0 523 3 526 209 0 209 2 211
Total 785 0 785 4 789 454 0 454 6 460
Total Approaches
Approach 960 0 960 4 964 624 0 624 6 630
Departure 960 0 960 4 964 624 0 624 6 630
Total 1,920 0 1,920 8 1,928 1,248 0 1,248 12 1,260
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2408
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Fowler Avenue/Ticonderoga
NBL 9 0 9 0 9 9 0 9 0 9
NBT 565 0 565 0 565 286 0 286 0 286
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 331 0 331 0 331 300 0 300 0 300
SBR 7 0 7 1 8 2 0 2 4 6
EBL 7 0 7 3 10 3 0 3 2 5
EBT 0 0 0 0 0 0 0 0 0 0
EBR 8 0 8 16 24 6 0 6 11 17
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 338 0 338 1 339 302 0 302 4 306
Departure 572 0 572 3 575 289 0 289 2 291
Total 910 0 910 4 914 591 0 591 6 597
South Leg
Approach 574 0 574 0 574 295 0 295 0 295
Departure 339 0 339 16 355 306 0 306 11 317
Total 913 0 913 16 929 601 0 601 11 612
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 15 0 15 19 34 9 0 9 13 22
Departure 16 0 16 1 17 11 0 11 4 15
Total 31 0 31 20 51 20 0 20 17 37
Total Approaches
Approach 927 0 927 20 947 606 0 606 17 623
Departure 927 0 927 20 947 606 0 606 17 623
Total 1,854 0 1,854 40 1,894 1,212 0 1,212 34 1,246
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2409
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Fowler Avenue/Shepherd Avenue
NBL 197 4 201 16 217 265 14 279 54 333
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 0 518 16 534 230 0 230 11 241
SBR 32 0 32 0 32 38 0 38 0 38
EBL 53 0 53 0 53 54 0 54 0 54
EBT 663 18 681 22 703 586 12 598 15 613
EBR 270 12 282 0 282 161 8 169 0 169
WBL 75 0 75 0 75 72 0 72 0 72
WBT 455 6 461 8 469 644 21 665 25 690
WBR 386 0 386 0 386 282 0 282 0 282
North Leg
Approach 892 0 892 16 908 423 0 423 11 434
Departure 539 0 539 0 539 706 0 706 0 706
Total 1,431 0 1,431 16 1,447 1,129 0 1,129 11 1,140
South Leg
Approach 337 4 341 16 357 743 14 757 54 811
Departure 863 12 875 16 891 463 8 471 11 482
Total 1,200 16 1,216 32 1,248 1,206 22 1,228 65 1,293
East Leg
Approach 916 6 922 8 930 998 21 1,019 25 1,044
Departure 1,045 18 1,063 22 1,085 849 12 861 15 876
Total 1,961 24 1,985 30 2,015 1,847 33 1,880 40 1,920
West Leg
Approach 986 30 1,016 22 1,038 801 20 821 15 836
Departure 684 10 694 24 718 947 35 982 79 1,061
Total 1,670 40 1,710 46 1,756 1,748 55 1,803 94 1,897
Total Approaches
Approach 3,131 40 3,171 62 3,233 2,965 55 3,020 105 3,125 Departure 3,131 40 3,171 62 3,233 2,965 55 3,020 105 3,125 Total 6,262 80 6,342 124 6,466 5,930 110 6,040 210 6,250 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2410
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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/Teague Avenue
NBL 7 0 7 0 7 24 0 24 0 24
NBT 191 4 195 16 211 652 14 666 54 720
NBR 19 0 19 0 19 22 0 22 0 22
SBL 135 0 135 0 135 23 0 23 0 23
SBT 750 12 762 16 778 403 8 411 11 422
SBR 54 0 54 0 54 42 0 42 0 42
EBL 26 0 26 0 26 53 0 53 0 53
EBT 10 0 10 0 10 3 0 3 0 3
EBR 20 0 20 0 20 14 0 14 0 14
WBL 30 0 30 0 30 18 0 18 0 18
WBT 8 0 8 0 8 28 0 28 0 28
WBR 43 0 43 0 43 105 0 105 0 105
North Leg
Approach 939 12 951 16 967 468 8 476 11 487
Departure 260 4 264 16 280 810 14 824 54 878
Total 1,199 16 1,215 32 1,247 1,278 22 1,300 65 1,365
South Leg
Approach 217 4 221 16 237 698 14 712 54 766
Departure 800 12 812 16 828 435 8 443 11 454
Total 1,017 16 1,033 32 1,065 1,133 22 1,155 65 1,220
East Leg
Approach 81 0 81 0 81 151 0 151 0 151
Departure 164 0 164 0 164 48 0 48 0 48
Total 245 0 245 0 245 199 0 199 0 199
West Leg
Approach 56 0 56 0 56 70 0 70 0 70
Departure 69 0 69 0 69 94 0 94 0 94
Total 125 0 125 0 125 164 0 164 0 164
Total Approaches
Approach 1,293 16 1,309 32 1,341 1,387 22 1,409 65 1,474 Departure 1,293 16 1,309 32 1,341 1,387 22 1,409 65 1,474 Total 2,586 32 2,618 64 2,682 2,774 44 2,818 130 2,948
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2411
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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
20 Fowler Avenue/Nees Avenue
NBL 156 0 156 0 156 166 0 166 0 166
NBT 147 3 150 15 165 494 10 504 50 554
NBR 66 0 66 0 66 65 0 65 0 65
SBL 90 3 93 3 96 56 2 58 2 60
SBT 623 9 632 13 645 317 6 323 8 331
SBR 80 0 80 0 80 61 0 61 0 61
EBL 21 0 21 0 21 73 0 73 0 73
EBT 271 0 271 0 271 348 0 348 0 348
EBR 106 0 106 0 106 142 0 142 0 142
WBL 96 0 96 0 96 57 0 57 0 57
WBT 308 0 308 0 308 369 0 369 0 369
WBR 37 1 38 1 39 99 3 102 4 106
North Leg
Approach 793 12 805 16 821 434 8 442 10 452
Departure 205 4 209 16 225 666 13 679 54 733
Total 998 16 1,014 32 1,046 1,100 21 1,121 64 1,185
South Leg
Approach 369 3 372 15 387 725 10 735 50 785
Departure 825 9 834 13 847 516 6 522 8 530
Total 1,194 12 1,206 28 1,234 1,241 16 1,257 58 1,315
East Leg
Approach 441 1 442 1 443 525 3 528 4 532
Departure 427 3 430 3 433 469 2 471 2 473
Total 868 4 872 4 876 994 5 999 6 1,005
West Leg
Approach 398 0 398 0 398 563 0 563 0 563
Departure 544 0 544 0 544 596 0 596 0 596
Total 942 0 942 0 942 1,159 0 1,159 0 1,159
Total Approaches
Approach 2,001 16 2,017 32 2,049 2,247 21 2,268 64 2,332 Departure 2,001 16 2,017 32 2,049 2,247 21 2,268 64 2,332 Total 4,002 32 4,034 64 4,098 4,494 42 4,536 128 4,664
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2412
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Fowler Avenue/State Route 168 Westbound Ramps
NBL 539 0 539 0 539 464 0 464 0 464
NBT 452 2 454 15 469 825 7 832 50 882
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 443 6 449 13 462 485 4 489 8 497
SBR 533 0 533 0 533 239 0 239 0 239
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 137 0 137 0 137 171 0 171 0 171
WBT 0 0 0 0 0 0 0 0 0 0
WBR 33 0 33 0 33 18 0 18 0 18
North Leg
Approach 976 6 982 13 995 724 4 728 8 736
Departure 485 2 487 15 502 843 7 850 50 900
Total 1,461 8 1,469 28 1,497 1,567 11 1,578 58 1,636
South Leg
Approach 991 2 993 15 1,008 1,289 7 1,296 50 1,346
Departure 580 6 586 13 599 656 4 660 8 668
Total 1,571 8 1,579 28 1,607 1,945 11 1,956 58 2,014
East Leg
Approach 170 0 170 0 170 189 0 189 0 189
Departure 0 0 0 0 0 0 0 0 0 0
Total 170 0 170 0 170 189 0 189 0 189
West Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 1,072 0 1,072 0 1,072 703 0 703 0 703
Total 1,072 0 1,072 0 1,072 703 0 703 0 703
Total Approaches
Approach 2,137 8 2,145 28 2,173 2,202 11 2,213 58 2,271 Departure 2,137 8 2,145 28 2,173 2,202 11 2,213 58 2,271 Total 4,274 16 4,290 56 4,346 4,404 22 4,426 116 4,542
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2413
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Fowler Avenue/State Route 168 Eastbound Ramps
NBL 0 0 0 0 0 0 0 0 0 0
NBT 841 2 843 4 847 936 7 943 14 957
NBR 101 0 101 0 101 311 0 311 0 311
SBL 15 0 15 0 15 29 0 29 0 29
SBT 565 6 571 13 584 627 4 631 8 639
SBR 0 0 0 0 0 0 0 0 0 0
EBL 150 0 150 11 161 353 0 353 36 389
EBT 0 0 0 0 0 0 0 0 0 0
EBR 384 0 384 0 384 635 0 635 0 635
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 580 6 586 13 599 656 4 660 8 668
Departure 991 2 993 15 1,008 1,289 7 1,296 50 1,346
Total 1,571 8 1,579 28 1,607 1,945 11 1,956 58 2,014
South Leg
Approach 942 2 944 4 948 1,247 7 1,254 14 1,268
Departure 949 6 955 13 968 1,262 4 1,266 8 1,274
Total 1,891 8 1,899 17 1,916 2,509 11 2,520 22 2,542
East Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 116 0 116 0 116 340 0 340 0 340
Total 116 0 116 0 116 340 0 340 0 340
West Leg
Approach 534 0 534 11 545 988 0 988 36 1,024
Departure 0 0 0 0 0 0 0 0 0 0
Total 534 0 534 11 545 988 0 988 36 1,024
Total Approaches
Approach 2,056 8 2,064 28 2,092 2,891 11 2,902 58 2,960 Departure 2,056 8 2,064 28 2,092 2,891 11 2,902 58 2,960 Total 4,112 16 4,128 56 4,184 5,782 22 5,804 116 5,920
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2414
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Sunnyside Avenue/Project Driveway 1
NBL 0 0 0 0 0 0 0 0 0 0
NBT 57 0 372 10 382 79 0 948 32 980
NBR 0 0 0 7 7 0 0 0 21 21
SBL 0 0 0 0 0 0 0 0 0 0
SBT 51 0 1,120 28 1,148 84 0 651 19 670
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 19 19 0 0 0 13 13
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 51 0 1,120 28 1,148 84 0 651 19 670
Departure 57 0 372 10 382 79 0 948 32 980
Total 108 0 1,492 38 1,530 163 0 1,599 51 1,650
South Leg
Approach 57 0 372 17 389 79 0 948 53 1,001
Departure 51 0 1,120 47 1,167 84 0 651 32 683
Total 108 0 1,492 64 1,556 163 0 1,599 85 1,684
East Leg
Approach 0 0 0 19 19 0 0 0 13 13
Departure 0 0 0 7 7 0 0 0 21 21
Total 0 0 0 26 26 0 0 0 34 34
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 108 0 1,492 64 1,556 163 0 1,599 85 1,684
Departure 108 0 1,492 64 1,556 163 0 1,599 85 1,684
Total 216 0 2,984 128 3,112 326 0 3,198 170 3,368
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2415
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Sunnyside Avenue/Project Driveway 2
NBL 0 0 0 0 0 0 0 0 0 0
NBT 57 0 372 16 388 79 0 948 54 1,002
NBR 0 0 0 19 19 0 0 0 61 61
SBL 0 0 0 0 0 0 0 0 0 0
SBT 51 0 1,120 47 1,167 84 0 651 32 683
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 85 85 0 0 0 57 57
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 51 0 1,120 47 1,167 84 0 651 32 683
Departure 57 0 372 16 388 79 0 948 54 1,002
Total 108 0 1,492 63 1,555 163 0 1,599 86 1,685
South Leg
Approach 57 0 372 35 407 79 0 948 115 1,063
Departure 51 0 1,120 132 1,252 84 0 651 89 740
Total 108 0 1,492 167 1,659 163 0 1,599 204 1,803
East Leg
Approach 0 0 0 85 85 0 0 0 57 57
Departure 0 0 0 19 19 0 0 0 61 61
Total 0 0 0 104 104 0 0 0 118 118
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 108 0 1,492 167 1,659 163 0 1,599 204 1,803
Departure 108 0 1,492 167 1,659 163 0 1,599 204 1,803
Total 216 0 2,984 334 3,318 326 0 3,198 408 3,606
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2416
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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 Project Driveway 3/Shepherd 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 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 0 0 0 0 0 0 0
SBR 0 0 0 164 164 0 0 0 110 110
EBL 0 0 0 57 57 0 0 0 186 186
EBT 736 31 1,078 22 1,100 794 21 965 15 980
EBR 0 0 0 0 0 0 0 0 0 0
WBL 0 0 0 0 0 0 0 0 0 0
WBT 644 11 746 8 754 879 35 1,218 25 1,243
WBR 0 0 0 16 16 0 0 0 54 54
North Leg
Approach 0 0 0 164 164 0 0 0 110 110
Departure 0 0 0 73 73 0 0 0 240 240
Total 0 0 0 237 237 0 0 0 350 350
South 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
East Leg
Approach 644 11 746 24 770 879 35 1,218 79 1,297
Departure 736 31 1,078 22 1,100 794 21 965 15 980
Total 1,380 42 1,824 46 1,870 1,673 56 2,183 94 2,277
West Leg
Approach 736 31 1,078 79 1,157 794 21 965 201 1,166
Departure 644 11 746 172 918 879 35 1,218 135 1,353
Total 1,380 42 1,824 251 2,075 1,673 56 2,183 336 2,519 Total Approaches
Approach 1,380 42 1,824 267 2,091 1,673 56 2,183 390 2,573 Departure 1,380 42 1,824 267 2,091 1,673 56 2,183 390 2,573 Total 2,760 84 3,648 534 4,182 3,346 112 4,366 780 5,146 P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2417
AGENDA ITEM NO. 6.

Cumulative Tract Map Final Cumulative Cumulative  Cumulative Tract Map Final Cumulative Cumulative (2046) 6343 (2046) Project (2046) (2046) 6343 (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
26 Stanford Avenue‐Project Driveway 4/Perrin Road
NBL 0 0 0 28 28 0 0 0 19 19
NBT 0 0 0 19 19 0 0 0 13 13
NBR 0 0 0 0 0 0 0 0 0 0
SBL 0 0 0 0 0 0 0 0 0 0
SBT 0 0 0 1 1 0 0 0 4 4
SBR 16 0 16 0 16 13 0 13 0 13
EBL 16 0 16 0 16 14 0 14 0 14
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 10 10 0 0 0 32 32
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 16 0 16 1 17 13 0 13 4 17
Departure 16 0 16 19 35 14 0 14 13 27
Total 32 0 32 20 52 27 0 27 17 44
South Leg
Approach 0 0 0 47 47 0 0 0 32 32
Departure 0 0 0 11 11 0 0 0 36 36
Total 0 0 0 58 58 0 0 0 68 68
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 16 0 16 10 26 14 0 14 32 46
Departure 16 0 16 28 44 13 0 13 19 32
Total 32 0 32 38 70 27 0 27 51 78
Total Approaches
Approach 32 0 32 58 90 27 0 27 68 95
Departure 32 0 32 58 90 27 0 27 68 95
Total 64 0 64 116 180 54 0 54 136 190
P:\DNV2201\Traffic\March_2023\model.xlsx\2046 TM (4/28/2023) 2418
AGENDA ITEM NO. 6.

T RANSPORTATION I MPACT A NALYSIS
J ULY 2023

S HEPHERD NORTH P ROJECT

CLOVIS , C ALIFORNIA
P:\DNV2201\Traffic\March_2023\Reports\Shepherd North Project TIA_July 2023.docx (07/12/23)

APPENDIX E

LEVEL OF SERVICE WORKSHEETS
2419
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 1: Willow Avenue & Behymer Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 1
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 000000000000
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 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, % 222333222111
Cap, veh/h 106 355 301 55 199 66 129 2876 893 93 2793 844 Arrive On Green 0.06 0.19 0.19 0.03 0.15 0.15 0.07 0.56 0.56 0.05 0.54 0.54 Sat Flow, veh/h 1781 1870 1585 1767 1332 444 1781 5106 1585 1795 5147 1556 Grp Volume(v), veh/h 85 158 257 20 0 216 106 699 20 56 729 94 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1767 0 1776 1781 1702 1585 1795 1716 1556 Q Serve(g_s), s 6.4 10.1 21.2 1.5 0.0 15.9 7.9 9.4 0.8 4.1 10.2 4.0 Cycle Q Clear(g_c), s 6.4 10.1 21.2 1.5 0.0 15.9 7.9 9.4 0.8 4.1 10.2 4.0 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 106 355 301 55 0 266 129 2876 893 93 2793 844 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 2876 893 196 2793 844 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 0.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.7 48.4 52.9 64.1 0.0 55.6 61.8 14.9 13.0 62.6 16.4 15.0 Incr Delay (d2), s/veh 5.2 1.1 8.3 1.5 0.0 12.4 9.3 0.2 0.0 2.3 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/ln 3.0 4.8 9.0 0.7 0.0 7.9 3.8 3.5 0.3 1.9 3.8 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.8 49.4 61.1 65.5 0.0 68.0 71.1 15.1 13.1 64.9 16.7 15.3 LnGrp LOS E D EEAEEBBEBB
Approach Vol, veh/h 500 236 825 879
Approach Delay, s/veh 58.6 67.8 22.3 19.6
Approach LOS E E C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.1 79.0 14.2 26.7 12.3 81.7 8.8 32.1 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 12.2 8.4 17.9 6.1 11.4 3.5 23.2 Green Ext Time (p_c), s 0.0 11.6 0.0 2.3 0.0 10.5 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 33.1
HCM 6th LOS C
2420
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 2: Willow Avenue & Shepherd Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 2
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 0.98 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 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 140 529 236 164 579 258 231 2858 887 233 2901 887 Arrive On Green 0.04 0.15 0.15 0.05 0.16 0.16 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 1573 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 1573 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 140 529 236 164 579 258 231 2858 887 233 2901 887 V/C Ratio(X) 0.24 0.52 0.70 0.31 0.59 0.43 0.79 0.23 0.06 0.79 0.29 0.06 Avail Cap(c_a), veh/h 462 1073 479 430 1065 474 442 2858 887 449 2901 887 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 57.0 58.6 66.7 56.0 54.5 66.6 15.9 14.3 66.6 16.5 14.3 Incr Delay (d2), s/veh 0.3 1.9 8.5 0.2 0.8 1.0 2.3 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 5.7 3.7 3.3 3.6 0.9 3.3 4.7 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.7 58.8 67.2 66.9 56.8 55.4 68.9 16.1 14.4 68.8 16.7 14.5 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 474 500 905 1081
Approach Delay, s/veh 62.4 57.5 26.6 25.4
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.1 87.4 11.5 30.0 16.0 87.5 13.7 27.8 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), s18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s9.6 14.4 3.3 14.9 9.5 11.6 4.0 16.3 Green Ext Time (p_c), s 0.2 12.3 0.0 3.3 0.2 10.4 0.0 4.8 Intersection Summary
HCM 6th Ctrl Delay 37.1
HCM 6th LOS D
2421
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
3: Minnewawa Avenue & Behymer Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 3
Intersection
Intersection Delay, s/veh58.7
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, % 3 33444444222
Mvmt Flow 4 137 53 14 175 358 49 255 10 148 271 4
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 19 95.2 29.3 51.7

HCM LOS C F D F

Lane NBLn1 EBLn1WBLn1 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
2422
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 4: Minnewawa Avenue & Shepherd Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 4
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 0.98 1.00 1.00 1.00 0.99 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 115 736 323 127 396 335 177 908 759 149 879 745 Arrive On Green 0.06 0.21 0.21 0.07 0.21 0.21 0.10 0.49 0.49 0.08 0.47 0.47 Sat Flow, veh/h 1795 3582 1572 1767 1856 1572 1781 1870 1565 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 1572 1767 1856 1572 1781 1870 1565 1781 1870 1585 Q Serve(g_s), s 2.7 13.1 13.4 3.7 23.4 7.5 10.8 7.1 2.2 8.8 7.7 1.6 Cycle Q Clear(g_c), s 2.7 13.1 13.4 3.7 23.4 7.5 10.8 7.1 2.2 8.8 7.7 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 115 736 323 127 396 335 177 908 759 149 879 745 V/C Ratio(X) 0.34 0.55 0.56 0.41 0.87 0.32 0.85 0.20 0.06 0.83 0.22 0.05 Avail Cap(c_a), veh/h 290 937 411 285 485 411 288 908 759 288 879 745 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 46.3 46.4 57.7 49.5 43.2 57.6 19.0 17.8 58.6 20.3 18.7 Incr Delay (d2), s/veh 0.5 0.8 1.9 0.8 15.7 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 5.7 5.3 1.6 12.2 2.9 5.1 3.1 0.8 4.1 3.4 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.8 47.1 48.3 58.5 65.1 44.1 64.4 19.5 17.9 63.0 20.9 18.8 LnGrp LOS E D D E E D EBBECB
Approach Vol, veh/h 624 506 379 347
Approach Delay, s/veh 48.1 60.0 37.2 35.6
Approach LOS D E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.9 67.1 12.3 33.7 14.9 69.1 13.3 32.7 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), s21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s12.8 9.7 4.7 25.4 10.8 9.1 5.7 15.4 Green Ext Time (p_c), s 0.1 1.5 0.0 2.2 0.1 1.1 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 46.8
HCM 6th LOS D
2423
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 5: Clovis Avenue & Shepherd Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 5
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 0.99 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 191 533 235 245 592 264 119 1501 670 588 1889 842 Arrive On Green 0.06 0.15 0.15 0.07 0.17 0.17 0.07 0.44 0.44 0.17 0.54 0.54 Sat Flow, veh/h 3428 3526 1551 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 1551 1728 1777 1585 1711 1706 1522 1687 1735 1547 Q Serve(g_s), s 1.5 15.5 12.0 5.1 12.9 4.4 7.7 1.7 5.7 0.8 1.6 3.5 Cycle Q Clear(g_c), s 1.5 15.5 12.0 5.1 12.9 4.4 7.7 1.7 5.7 0.8 1.6 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 191 533 235 245 592 264 119 1501 670 588 1889 842 V/C Ratio(X) 0.20 0.76 0.61 0.53 0.60 0.22 0.80 0.05 0.16 0.04 0.05 0.10 Avail Cap(c_a), veh/h 598 856 377 602 863 385 298 1501 670 588 1889 842 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 57.0 55.5 62.8 54.0 50.5 64.2 22.4 23.6 48.1 14.9 15.3 Incr Delay (d2), s/veh 0.2 3.3 3.7 0.7 1.4 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 7.0 4.8 2.2 5.7 1.8 3.5 0.7 2.1 0.3 0.6 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.3 60.3 59.2 63.5 55.5 51.1 68.9 22.5 24.1 48.2 14.9 15.6 LnGrp LOS E EEEEDECCDBB
Approach Vol, veh/h 587 543 271 190
Approach Delay, s/veh 60.3 56.9 39.5 19.2
Approach LOS E E D B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.4 81.9 13.4 29.3 30.0 67.3 15.5 27.2 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), s24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s9.7 5.5 3.5 14.9 2.8 7.7 7.1 17.5 Green Ext Time (p_c), s 0.1 2.2 0.0 3.0 0.0 1.5 0.2 3.7 Intersection Summary
HCM 6th Ctrl Delay 50.7
HCM 6th LOS D
2424
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 6: Clovis Avenue & Teague Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 6
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 0.94
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 370 330 377 2394 1474 620
Arrive On Green 0.21 0.21 0.21 0.67 0.41 0.41
Sat Flow, veh/h 1795 1598 1781 3647 3647 1494
Grp Volume(v), veh/h 96 292 346 275 359 241
Grp Sat Flow(s),veh/h/ln1795 1598 1781 1777 1777 1494
Q Serve(g_s), s 3.8 15.1 16.2 2.3 5.6 9.6
Cycle Q Clear(g_c), s 3.8 15.1 16.2 2.3 5.6 9.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 370 330 377 2394 1474 620
V/C Ratio(X) 0.26 0.89 0.92 0.11 0.24 0.39
Avail Cap(c_a), veh/h 530 472 377 2394 1474 620
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 32.8 32.8 4.9 16.2 17.3
Incr Delay (d2), s/veh 0.1 10.5 26.3 0.1 0.4 1.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.6 6.5 9.2 0.7 2.1 3.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.4 43.3 59.1 5.0 16.6 19.1
LnGrp LOS C D EABB
Approach Vol, veh/h 388 621 600
Approach Delay, s/veh 39.6 35.1 17.6
Approach LOS D D B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s22.0 40.6 62.6 22.4
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s18.0 27.7 49.7 25.1
Max Q Clear Time (g_c+I1), s18.2 11.6 4.3 17.1
Green Ext Time (p_c), s 0.0 3.5 2.2 0.4
Intersection Summary
HCM 6th Ctrl Delay 29.7
HCM 6th LOS C
2425
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 7: Clovis Avenue & Nees Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 7
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 0.99 1.00 0.96 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 81 427 360 87 436 364 102 1909 819 103 1924 839 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 1579 1795 1885 1575 1767 3526 1513 1781 3554 1550 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 1579 1795 1885 1575 1767 1763 1513 1781 1777 1550 Q Serve(g_s), s 2.8 26.8 19.0 3.3 32.7 17.4 6.7 7.3 1.1 6.6 10.7 2.2 Cycle Q Clear(g_c), s 2.8 26.8 19.0 3.3 32.7 17.4 6.7 7.3 1.1 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 81 427 360 87 436 364 102 1909 819 103 1924 839 V/C Ratio(X) 0.42 0.83 0.62 0.46 0.96 0.57 0.78 0.18 0.03 0.78 0.25 0.06 Avail Cap(c_a), veh/h 368 495 418 311 436 364 365 1909 819 309 1924 839 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 51.0 69.7 17.4 16.0 69.7 18.2 16.3 Incr Delay (d2), s/veh 1.3 10.7 3.0 1.4 32.2 2.6 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 13.7 7.7 1.5 19.1 7.1 3.1 3.0 0.4 3.1 4.4 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.0 65.8 55.0 70.8 89.1 53.7 74.5 17.6 16.1 74.3 18.5 16.4 LnGrp LOS E E E 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), s31.0 34.7 31.0 34.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s8.7 12.7 4.8 34.7 8.6 9.3 5.3 28.8 Green Ext Time (p_c), s 0.1 4.5 0.0 0.0 0.1 3.3 0.0 3.0 Intersection Summary
HCM 6th Ctrl Delay 50.4
HCM 6th LOS D
2426
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 8: Clovis Avenue & Alluvial Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 8
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 0.99 1.00 0.99 1.00 0.97 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 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 56 431 362 117 503 420 169 1287 276 171 1537 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 1536 1781 1870 1562 1767 2872 615 1795 3435 202 Grp Volume(v), veh/h 15 302 172 49 457 100 143 193 193 142 337 348 Grp Sat Flow(s),veh/h/ln1739 1826 1536 1781 1870 1562 1767 1763 1725 1795 1791 1845 Q Serve(g_s), s 1.1 18.9 12.0 3.3 29.5 6.3 10.0 8.5 8.7 9.7 16.0 16.0 Cycle Q Clear(g_c), s 1.1 18.9 12.0 3.3 29.5 6.3 10.0 8.5 8.7 9.7 16.0 16.0 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 56 431 362 117 503 420 169 790 773 171 802 826 V/C Ratio(X) 0.27 0.70 0.47 0.42 0.91 0.24 0.84 0.24 0.25 0.83 0.42 0.42 Avail Cap(c_a), veh/h 153 574 483 157 588 491 297 790 773 230 802 826 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 41.1 56.1 44.2 35.7 55.6 21.4 21.4 55.5 23.5 23.5 Incr Delay (d2), s/veh 0.9 1.8 0.7 0.9 16.7 0.3 4.4 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 8.5 4.5 1.5 15.5 2.4 4.5 3.5 3.6 4.9 6.8 7.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 45.6 41.7 57.0 60.9 36.0 60.0 22.1 22.2 68.1 25.1 25.0 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 56.4 32.4 32.4
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.0 61.6 8.1 39.3 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), s21.0 34.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s12.0 18.0 3.1 31.5 11.7 10.7 5.3 20.9 Green Ext Time (p_c), s 0.1 3.4 0.0 1.9 0.1 2.4 0.0 1.5 Intersection Summary
HCM 6th Ctrl Delay 40.8
HCM 6th LOS D
2427
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 9: SR-168 WB Ramps & Herndon Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 9
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 3548 874 0 4126 962 0 776
Arrive On Green 0.00 0.55 0.55 0.00 0.55 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 28.6 0.0 18.7 0.0 1.9 0.0 35.9 Cycle Q Clear(g_c), s 0.0 11.0 28.6 0.0 18.7 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 3548 874 0 4126 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 1.00 1.00 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 15.5 19.5 0.0 17.3 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 3.9 10.6 0.0 7.7 0.0 0.8 0.0 15.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 15.7 22.5 0.0 17.6 0.0 34.8 0.0 79.2 LnGrp LOS A B C A B C A E
Approach Vol, veh/h 1540 1818 846
Approach Delay, s/veh 18.0 17.6 75.5
Approach LOS B B E
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 78.5 43.2 78.5
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 30.6 37.9 20.7
Green Ext Time (p_c), s 36.1 0.0 51.0
Intersection Summary
HCM 6th Ctrl Delay 29.4
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. 2428
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 10: SR-168 EB Ramps & Herndon Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 10
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 4.2 0.0 0.0 5.2 1.1 4.2 0.0 7.6 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 23.9 49.7 8.4
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. 2429
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 11: Clovis Avenue & Herndon Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 11
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 0.99 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 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 309 2190 680 290 2175 675 312 881 381 314 1305 713 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 1585 3456 3475 1503 3483 5147 2812 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 1585 1728 1702 1575 1742 1716 1406 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 21.0 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 21.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00
Lane Grp Cap(c), veh/h 309 2190 680 290 2175 675 312 863 399 314 1305 713 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 2175 675 669 863 399 674 1305 713 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 51.0 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 3.8 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 7.7 5.9 3.0 10.0 4.2 4.9 4.3 4.5 3.3 3.1 7.7 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 49.5 68.1 46.3 54.8 LnGrp LOS E C C E C C E D D E D D
Approach Vol, veh/h 1386 1426 652 909
Approach Delay, s/veh 38.5 36.9 57.0 54.5
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), s25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s13.6 26.4 9.4 12.9 8.8 20.9 12.9 23.0 Green Ext Time (p_c), s 0.4 5.4 0.3 1.4 0.2 6.3 0.4 3.7 Intersection Summary
HCM 6th Ctrl Delay 44.0
HCM 6th LOS D
2430
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
12: Behymer Avenue & Sunnyside Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 12
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 253 438 0 2 0
Future Vol, veh/h 0 253 438 0 2 0
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 87 87 87 87 87 87
Heavy Vehicles, % 4 44400
Mvmt Flow 0 291 503 0 2 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 503 0 - 0 794 503
Stage 1 - - - - 503 -
Stage 2 - - - - 291 -
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 1051 - - - 360 573
Stage 1 - - - - 612 -
Stage 2 - - - - 763 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1051 - - - 360 573
Mov Cap-2 Maneuver - - - - 360 -
Stage 1 - - - - 612 -
Stage 2 - - - - 763 -
Approach EB WB SB
HCM Control Delay, s 0 0 15.1

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1051 - - - 360
HCM Lane V/C Ratio ---- 0.006
HCM Control Delay (s) 0 - - - 15.1
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0
2431
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
13: Sunnyside Avenue & Shepherd Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 13
Intersection
Intersection Delay, s/veh 13.3
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, % 3 3 3 1 1 1 10 10 10 12 12 12
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 13.9 13.6 10.2 9.4

HCM LOS BBBA

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) 0.158 0.576 0.548 0.044
Departure Headway (Hd) 6.069 4.63 4.772 6.141
Convergence, Y/N Yes Yes Yes Yes
Cap 594 770 748 586
Service Time 4.07 2.708 2.853 4.146
HCM Lane V/C Ratio 0.158 0.582 0.552 0.044
HCM Control Delay 10.2 13.9 13.6 9.4
HCM Lane LOS BBBA
HCM 95th-tile Q 0.6 3.7 3.4 0.1
2432
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
14: Sunnyside Avenue & Teague Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 14
Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 4 1 17 6 10 2 74 5 5 139 0
Future Vol, veh/h 5 4 1 17 6 10 2 74 5 5 139 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 0 0 0 0 0 0 10 10 10 7 7 7
Mvmt Flow 6 5 1 21 7 12 2 90 6 6 170 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 289 282 170 282 279 93 170 0 0 96 0 0 Stage 1 182 182 - 97 97 -------
Stage 2 107 100 - 185 182 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.2 - - 4.17 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.29 - - 2.263 - -
Pot Cap-1 Maneuver 667 630 879 674 632 970 1360 - - 1467 - - Stage 1 824 753 - 914 819 -------
Stage 2 903 816 - 821 753 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 649 626 879 665 628 970 1360 - - 1467 - - Mov Cap-2 Maneuver 649 626 - 665 628 -------
Stage 1 822 749 - 912 817 -------
Stage 2 882 814 - 810 749 -------
Approach EB WB NB SB
HCM Control Delay, s 10.6 10.2 0.2 0.3

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1360 - - 657 726 1467 - -
HCM Lane V/C Ratio 0.002 - - 0.019 0.055 0.004 - -
HCM Control Delay (s) 7.7 0 - 10.6 10.2 7.5 0 -
HCM Lane LOS A A - BBAA -
HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - -
2433
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
15: Sunnyside Avenue & Nees Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 15
Intersection
Intersection Delay, s/veh 24.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 269 85 25 367 14 137 57 17 22 115 34 Future Vol, veh/h 12 269 85 25 367 14 137 57 17 22 115 34 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 Heavy Vehicles, % 2 2 2 1 1 1 10 10 10 7 7 7
Mvmt Flow 13 283 89 26 386 15 144 60 18 23 121 36
Number of Lanes 120110011010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2312
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2123
HCM Control Delay 15.4 37.4 19.4 17.4

HCM LOS C E C C

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1
Vol Left, % 71% 0% 100% 0% 0% 100% 0% 13%
Vol Thru, % 29% 0% 0% 100% 51% 0% 96% 67%
Vol Right, % 0% 100% 0% 0% 49% 0% 4% 20%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 194 17 12 179 175 25 381 171
LT Vol 137 0 12 0 0 25 0 22
Through Vol 57 0 0 179 90 0 367 115
RT Vol 0 17 0 0 85 0 14 34
Lane Flow Rate 204 18 13 189 184 26 401 180
Geometry Grp 88888888
Degree of Util (X) 0.502 0.039 0.03 0.415 0.386 0.059 0.84 0.425 Departure Headway (Hd) 8.843 7.762 8.424 7.91 7.559 8.211 7.669 8.505 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 408 463 427 457 478 439 477 425
Service Time 6.56 5.479 6.14 5.626 5.275 5.911 5.369 6.236 HCM Lane V/C Ratio 0.5 0.039 0.03 0.414 0.385 0.059 0.841 0.424 HCM Control Delay 20.2 10.8 11.4 16.1 15 11.4 39.1 17.4 HCM Lane LOS C B B C B B E C
HCM 95th-tile Q 2.7 0.1 0.1 2 1.8 0.2 8.3 2.1
2434
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
16: Fowler Avenue & Behymer Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 16
Intersection
Intersection Delay, s/veh22.5
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 0 233 4 8 0 424 75 1 0 80 16
Future Vol, veh/h 10 0 233 4 8 0 424 75 1 0 80 16
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 Heavy Vehicles, % 4 44444222333
Mvmt Flow 12 0 277 5 10 0 505 89 1 0 95 19
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 12.2 9.7 30.2 9.8

HCM LOS B A D A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 85% 4% 33% 0%
Vol Thru, % 15% 0% 67% 83%
Vol Right, % 0% 96% 0% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 500 243 12 96
LT Vol 424 10 4 0
Through Vol 75 0 8 80
RT Vol 1 233 0 16
Lane Flow Rate 595 289 14 114
Geometry Grp 1111
Degree of Util (X) 0.85 0.425 0.026 0.177
Departure Headway (Hd) 5.14 5.295 6.491 5.568
Convergence, Y/N Yes Yes Yes Yes
Cap 708 680 550 643
Service Time 3.165 3.338 4.553 3.611
HCM Lane V/C Ratio 0.84 0.425 0.025 0.177
HCM Control Delay 30.2 12.2 9.7 9.8
HCM Lane LOS D B A A
HCM 95th-tile Q 9.7 2.1 0.1 0.6
2435
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
17: Fowler Avenue & Ticonderoga Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 17
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 7 8 9 488 310 7
Future Vol, veh/h 7 8 9 488 310 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 86 86 86 86 86 86
Heavy Vehicles, % 7 72233
Mvmt Flow 8 9 10 567 360 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 951 364 368 0 - 0
Stage 1 364 -----
Stage 2 587 -----
Critical Hdwy 6.47 6.27 4.12 - - -
Critical Hdwy Stg 1 5.47 -----
Critical Hdwy Stg 2 5.47 -----
Follow-up Hdwy 3.563 3.363 2.218 - - -
Pot Cap-1 Maneuver 282 670 1191 - - -
Stage 1 692 -----
Stage 2 546 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 279 670 1191 - - -
Mov Cap-2 Maneuver 279 -----
Stage 1 684 -----
Stage 2 546 -----
Approach EB NB SB
HCM Control Delay, s 14.3 0.1 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1191 - 405 - -
HCM Lane V/C Ratio 0.009 - 0.043 - -
HCM Control Delay (s) 8 0 14.3 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -
2436
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 18: Fowler Avenue & Shepherd Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 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 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 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, % 222222222444
Cap, veh/h 55 765 334 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 1551 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/ln 1781 1777 1551 1781 1870 1585 1781 1870 1585 1753 0 1799 Q Serve(g_s), s 1.7 10.6 4.2 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 4.2 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 55 765 334 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 368 806 351 368 424 359 368 912 773 362 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/ln 0.8 4.7 1.6 1.4 10.5 20.2 5.7 1.9 0.7 7.7 0.0 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.8 50.9 48.2 72.2 58.7 125.8 71.9 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 49.9
Approach LOS D F D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 18.3 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 0.7 0.0 0.0 0.2 0.5 0.0 3.2 Intersection Summary
HCM 6th Ctrl Delay 69.1
HCM 6th LOS E
2437
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
19: Fowler Avenue & Teague Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 19
Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 6 6 17 8 30 3 164 7 19 238 10
Future Vol, veh/h 4 6 6 17 8 30 3 164 7 19 238 10
Conflicting Peds, #/hr 2 00002000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 260 - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 0 00000333111
Mvmt Flow 4 7 7 19 9 33 3 180 8 21 262 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 517 498 262 507 505 186 273 0 0 188 0 0 Stage 1 304 304 - 190 190 -------
Stage 2 213 194 - 317 315 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.13 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.227 - - 2.209 - -
Pot Cap-1 Maneuver 472 477 782 479 473 861 1284 - - 1392 - - Stage 1 710 667 - 816 747 -------
Stage 2 794 744 - 698 659 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 440 469 782 464 465 859 1284 - - 1392 - - Mov Cap-2 Maneuver 440 469 - 464 465 -------
Stage 1 709 657 - 814 746 -------
Stage 2 751 743 - 675 649 -------
Approach EB WB NB SB
HCM Control Delay, s 11.9 11.4 0.1 0.5

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1284 - - 541 620 1392 - -
HCM Lane V/C Ratio 0.003 - - 0.032 0.097 0.015 - -
HCM Control Delay (s) 7.8 - - 11.9 11.4 7.6 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - -
2438
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 20: Fowler Avenue & Nees Avenue Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 20
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 202 87 73 272 32 111 123 37 28 215 32 Future Volume (veh/h) 20 202 87 73 272 32 111 123 37 28 215 32 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 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 22 220 95 79 296 35 121 134 40 30 234 35 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, % 111111111111
Cap, veh/h 27 352 146 101 350 294 147 1175 996 38 1060 899 Arrive On Green 0.02 0.14 0.14 0.06 0.19 0.19 0.08 0.62 0.62 0.02 0.56 0.56 Sat Flow, veh/h 1795 2441 1012 1795 1885 1585 1795 1885 1598 1795 1885 1598 Grp Volume(v), veh/h 22 159 156 79 296 35 121 134 40 30 234 35 Grp Sat Flow(s),veh/h/ln 1795 1791 1663 1795 1885 1585 1795 1885 1598 1795 1885 1598 Q Serve(g_s), s 1.5 10.0 10.6 5.2 18.2 2.2 8.0 3.5 1.2 2.0 7.4 1.2 Cycle Q Clear(g_c), s 1.5 10.0 10.6 5.2 18.2 2.2 8.0 3.5 1.2 2.0 7.4 1.2 Prop In Lane 1.00 0.61 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 27 258 240 101 350 294 147 1175 996 38 1060 899 V/C Ratio(X) 0.81 0.62 0.65 0.78 0.85 0.12 0.82 0.11 0.04 0.79 0.22 0.04 Avail Cap(c_a), veh/h 239 518 481 239 545 458 239 1175 996 239 1060 899 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 1.00 1.00 Uniform Delay (d), s/veh 58.9 48.2 48.5 55.9 47.2 40.7 54.2 9.2 8.7 58.5 13.1 11.7 Incr Delay (d2), s/veh 19.1 3.7 4.6 4.9 6.6 0.2 4.8 0.2 0.1 12.7 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 4.6 4.6 2.4 8.9 0.9 3.7 1.4 0.4 1.0 3.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.0 51.9 53.1 60.9 53.8 40.9 59.0 9.4 8.8 71.2 13.6 11.8 LnGrp LOS E D D E D D EAAEBB
Approach Vol, veh/h 337 410 295 299
Approach Delay, s/veh 54.2 54.1 29.6 19.2
Approach LOS D D C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.8 72.8 5.8 27.6 6.5 80.1 10.7 22.6 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 16.0 34.7 16.0 34.7 16.0 34.7 16.0 34.7 Max Q Clear Time (g_c+I1), s 10.0 9.4 3.5 20.2 4.0 5.5 7.2 12.6 Green Ext Time (p_c), s 0.1 1.5 0.0 1.2 0.0 0.9 0.0 2.5 Intersection Summary
HCM 6th Ctrl Delay 41.0
HCM 6th LOS D
2439
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 21: Fowler Avenue & SR-168 WB Ramps Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 21
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 134 0 31 497 418 0 0 324 389 Future Volume (veh/h) 0 0 0 134 0 31 497 418 0 0 324 389 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 137 0 32 507 427 0 0 331 397
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 101110011
Cap, veh/h 183 0 163 577 2748 0 0 975 870
Arrive On Green 0.10 0.00 0.10 0.28 1.00 0.00 0.00 0.54 0.54 Sat Flow, veh/h 1795 0 1598 3483 3676 0 0 1885 1598
Grp Volume(v), veh/h 137 0 32 507 427 0 0 331 397
Grp Sat Flow(s),veh/h/ln 1795 0 1598 1742 1791 0 0 1791 1598 Q Serve(g_s), s 7.4 0.0 1.8 13.9 0.0 0.0 0.0 10.3 15.1
Cycle Q Clear(g_c), s 7.4 0.0 1.8 13.9 0.0 0.0 0.0 10.3 15.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 183 0 163 577 2748 0 0 975 870
V/C Ratio(X) 0.75 0.00 0.20 0.88 0.16 0.00 0.00 0.34 0.46 Avail Cap(c_a), veh/h 429 0 382 801 2748 0 0 975 870
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.94 0.94 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 43.7 0.0 41.2 35.2 0.0 0.0 0.0 12.7 13.8 Incr Delay (d2), s/veh 12.3 0.0 1.3 6.2 0.1 0.0 0.0 0.9 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 %ile BackOfQ(50%),veh/ln 3.9 0.0 0.8 5.4 0.0 0.0 0.0 3.9 5.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.0 0.0 42.4 41.5 0.1 0.0 0.0 13.7 15.5 LnGrp LOS E A D D AAABB
Approach Vol, veh/h 169 934 728
Approach Delay, s/veh 53.4 22.6 14.7
Approach LOS D C B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 83.5 22.3 61.3 16.5
Change Period (Y+Rc), s 6.8 * 5.7 6.8 6.3
Max Green Setting (Gmax), s 63.0 * 23 34.3 23.9
Max Q Clear Time (g_c+I1), s 2.0 15.9 17.1 9.4
Green Ext Time (p_c), s 5.1 0.6 7.4 0.9
Intersection Summary
HCM 6th Ctrl Delay 22.3
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 2440
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 22: Fowler Avenue & SR-168 EB Ramps Existing (2022) NP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 22
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 141 0 332 0 0 0 0 774 92 14 444 0 Future Volume (veh/h) 141 0 332 0 0 0 0 774 92 14 444 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1856 0 1856 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 148 0 349 0 815 97 15 467 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 0 3 011220
Cap, veh/h 862 0 396 0 1743 207 36 2201 0
Arrive On Green 0.25 0.00 0.25 0.00 0.54 0.54 0.02 0.62 0.00 Sat Flow, veh/h 3428 0 1572 0 3309 383 1781 3647 0
Grp Volume(v), veh/h 148 0 349 0 454 458 15 467 0
Grp Sat Flow(s),veh/h/ln1714 0 1572 0 1791 1807 1781 1777 0 Q Serve(g_s), s 3.4 0.0 21.3 0.0 15.6 15.6 0.8 5.8 0.0
Cycle Q Clear(g_c), s 3.4 0.0 21.3 0.0 15.6 15.6 0.8 5.8 0.0 Prop In Lane 1.00 1.00 0.00 0.21 1.00 0.00
Lane Grp Cap(c), veh/h 862 0 396 0 971 979 36 2201 0
V/C Ratio(X) 0.17 0.00 0.88 0.00 0.47 0.47 0.41 0.21 0.00 Avail Cap(c_a), veh/h 998 0 458 0 971 979 285 2201 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.90 0.90 0.00 Uniform Delay (d), s/veh 29.3 0.0 36.0 0.0 14.0 14.0 48.4 8.3 0.0 Incr Delay (d2), s/veh 0.2 0.0 18.8 0.0 1.6 1.6 2.5 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 0.0 10.0 0.0 6.0 6.1 0.4 1.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.5 0.0 54.8 0.0 15.7 15.7 50.9 8.5 0.0 LnGrp LOS C A D A B B D A A
Approach Vol, veh/h 497 912 482
Approach Delay, s/veh 47.2 15.7 9.9
Approach LOS D B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s7.7 61.0 31.3 68.7
Change Period (Y+Rc), s* 5.7 6.8 6.1 6.8
Max Green Setting (Gmax), s* 16 36.3 29.1 58.0
Max Q Clear Time (g_c+I1), s2.8 17.6 23.3 7.8
Green Ext Time (p_c), s 0.0 10.3 1.8 5.6
Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 2441
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 1: Willow Avenue & Behymer Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 1
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 000000000000
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, % 000111000111
Cap, veh/h 39 149 127 78 135 27 160 3462 1075 84 3221 977 Arrive On Green 0.02 0.08 0.08 0.04 0.09 0.09 0.09 0.67 0.67 0.05 0.63 0.63 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/ln 1810 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 3.1 4.3 0.4 Cycle Q Clear(g_c), s 0.9 3.4 7.5 2.6 0.0 8.7 10.0 4.9 0.8 3.1 4.3 0.4 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 39 149 127 78 0 162 160 3462 1075 84 3221 977 V/C Ratio(X) 0.31 0.34 0.73 0.45 0.00 0.75 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 3462 1075 196 3221 977 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 0.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.1 58.9 60.8 63.0 0.0 60.0 60.6 8.3 7.6 62.8 10.3 9.5 Incr Delay (d2), s/veh 1.7 1.6 9.2 1.5 0.0 14.1 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/ln 0.4 1.7 3.4 1.2 0.0 4.6 5.4 1.7 0.3 1.4 1.5 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.7 60.5 70.0 64.5 0.0 74.2 80.8 8.4 7.6 64.5 10.3 9.5 LnGrp LOS EEEEAEFAAEBA
Approach Vol, veh/h 155 156 675 455
Approach Delay, s/veh 66.6 72.0 22.9 15.3
Approach LOS E E C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.3 90.2 9.1 18.5 11.6 95.8 10.4 17.1 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 6.3 2.9 10.7 5.1 6.9 4.6 9.5 Green Ext Time (p_c), s 0.0 6.1 0.0 1.2 0.0 8.1 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 30.5
HCM 6th LOS C
2442
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 2: Willow Avenue & Shepherd Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 2
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), s18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s12.5 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
2443
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
3: Minnewawa Avenue & Behymer Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 3
Intersection
Intersection Delay, s/veh12.3
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, % 1 11000111111
Mvmt Flow 3 78 34 7 98 113 52 233 7 108 216 2
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 10.2 11.2 12.7 13.5

HCM LOS B B B B

Lane NBLn1 EBLn1WBLn1 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
2444
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 4: Minnewawa Avenue & Shepherd Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 4
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 2.6 2.5 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), s21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s9.9 7.8 3.5 26.4 7.7 8.1 3.4 15.4 Green Ext Time (p_c), s 0.1 1.1 0.0 2.1 0.1 0.9 0.0 3.8 Intersection Summary
HCM 6th Ctrl Delay 45.8
HCM 6th LOS D
2445
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 5: Clovis Avenue & Shepherd Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 5
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), s24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s13.2 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
2446
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 6: Clovis Avenue & Teague Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 6
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 3.9 0.3 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 15.4 7.0
Approach LOS D B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s14.9 57.2 72.2 12.8
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s18.0 27.7 49.7 25.1
Max Q Clear Time (g_c+I1), s10.9 4.7 4.0 7.5
Green Ext Time (p_c), s 0.1 2.3 2.9 0.2
Intersection Summary
HCM 6th Ctrl Delay 16.8
HCM 6th LOS B
2447
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 7: Clovis Avenue & Nees Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 7
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 838 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 1562 1810 3610 1572 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 1562 1810 1805 1572 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 838 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 838 314 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 1.7 2.5 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), s31.0 34.7 31.0 34.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s12.9 8.0 3.9 33.2 5.7 11.4 3.9 36.0 Green Ext Time (p_c), s 0.1 2.5 0.0 0.5 0.0 4.3 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 50.9
HCM 6th LOS D
2448
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 8: Clovis Avenue & Alluvial Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 8
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), s21.0 34.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s12.8 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
2449
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 9: SR-168 WB Ramps & Herndon Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 9
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. 2450
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 10: SR-168 EB Ramps & Herndon Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 10
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. 2451
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 11: Clovis Avenue & Herndon Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 11
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), s25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s18.7 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
2452
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
12: Behymer Avenue & Sunnyside Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 12
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 179 198 0 0 0
Future Vol, veh/h 0 179 198 0 0 0
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 91 91 91 91 91 91
Heavy Vehicles, % 0 00000
Mvmt Flow 0 197 218 0 0 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 218 0 - 0 415 218
Stage 1 - - - - 218 -
Stage 2 - - - - 197 -
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 1364 - - - 598 827
Stage 1 - - - - 823 -
Stage 2 - - - - 841 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1364 - - - 598 827
Mov Cap-2 Maneuver - - - - 598 -
Stage 1 - - - - 823 -
Stage 2 - - - - 841 -
Approach EB WB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1364 ----
HCM Lane V/C Ratio -----
HCM Control Delay (s) 0 - - - 0
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 ----
2453
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
13: Sunnyside Avenue & Shepherd Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 13
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
2454
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
14: Sunnyside Avenue & Teague Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 14
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 1 3 8 3 12 0 120 7 2 112 1
Future Vol, veh/h 1 1 3 8 3 12 0 120 7 2 112 1
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86
Heavy Vehicles, % 9 99000000111
Mvmt Flow 1 1 3 9 3 14 0 140 8 2 130 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 288 283 131 281 279 144 131 0 0 148 0 0 Stage 1 135 135 - 144 144 -------
Stage 2 153 148 - 137 135 -------
Critical Hdwy 7.19 6.59 6.29 7.1 6.5 6.2 4.1 - - 4.11 - - Critical Hdwy Stg 1 6.19 5.59 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.19 5.59 - 6.1 5.5 -------
Follow-up Hdwy 3.581 4.081 3.381 3.5 4 3.3 2.2 - - 2.209 - - Pot Cap-1 Maneuver 650 614 900 675 632 909 1467 - - 1440 - - Stage 1 852 771 - 864 782 -------
Stage 2 833 761 - 871 789 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 637 613 900 671 631 909 1467 - - 1440 - - Mov Cap-2 Maneuver 637 613 - 671 631 -------
Stage 1 852 770 - 864 782 -------
Stage 2 817 761 - 865 788 -------
Approach EB WB NB SB
HCM Control Delay, s 9.7 9.8 0 0.1

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1467 - - 765 770 1440 - -
HCM Lane V/C Ratio - - - 0.008 0.035 0.002 - -
HCM Control Delay (s) 0 - - 9.7 9.8 7.5 0 -
HCM Lane LOS A - - AAAA -
HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - -
2455
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
15: Sunnyside Avenue & Nees Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 15
Intersection
Intersection Delay, s/veh 31.3
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 24 364 74 32 337 15 115 98 35 17 90 19 Future Vol, veh/h 24 364 74 32 337 15 115 98 35 17 90 19 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 Heavy Vehicles, % 111111000111
Mvmt Flow 28 418 85 37 387 17 132 113 40 20 103 22
Number of Lanes 120110011010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2312
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2123
HCM Control Delay 21.3 52.6 23.7 17.8

HCM LOS C F C C

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1
Vol Left, % 54% 0% 100% 0% 0% 100% 0% 13%
Vol Thru, % 46% 0% 0% 100% 62% 0% 96% 71%
Vol Right, % 0% 100% 0% 0% 38% 0% 4% 15%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 213 35 24 243 195 32 352 126
LT Vol 115 0 24 0 0 32 0 17
Through Vol 98 0 0 243 121 0 337 90
RT Vol 0 35 0 0 74 0 15 19
Lane Flow Rate 245 40 28 279 225 37 405 145
Geometry Grp 88888888
Degree of Util (X) 0.62 0.091 0.067 0.638 0.496 0.09 0.929 0.378 Departure Headway (Hd) 9.113 8.113 8.75 8.233 7.96 8.817 8.268 9.385 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 397 441 409 438 451 406 437 382
Service Time 6.875 5.875 6.509 5.992 5.718 6.574 6.025 7.155 HCM Lane V/C Ratio 0.617 0.091 0.068 0.637 0.499 0.091 0.927 0.38 HCM Control Delay 25.7 11.7 12.1 24.5 18.4 12.4 56.2 17.8 HCM Lane LOS D B B C C B F C
HCM 95th-tile Q 4 0.3 0.2 4.3 2.7 0.3 10.5 1.7
2456
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
16: Fowler Avenue & Behymer Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 16
Intersection
Intersection Delay, s/veh 9.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 3 176 4 4 1 163 79 3 1 59 5
Future Vol, veh/h 7 3 176 4 4 1 163 79 3 1 59 5
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 0 00000000222
Mvmt Flow 8 4 207 5 5 1 192 93 4 1 69 6
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 8.7 8.2 10.4 8.3

HCM LOS A A B A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 67% 4% 44% 2%
Vol Thru, % 32% 2% 44% 91%
Vol Right, % 1% 95% 11% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 245 186 9 65
LT Vol 163 7 4 1
Through Vol 79 3 4 59
RT Vol 3 176 1 5
Lane Flow Rate 288 219 11 76
Geometry Grp 1111
Degree of Util (X) 0.37 0.256 0.015 0.1
Departure Headway (Hd) 4.615 4.218 5.047 4.728
Convergence, Y/N Yes Yes Yes Yes
Cap 778 851 707 756
Service Time 2.65 2.247 3.093 2.773
HCM Lane V/C Ratio 0.37 0.257 0.016 0.101
HCM Control Delay 10.4 8.7 8.2 8.3
HCM Lane LOS BAAA
HCM 95th-tile Q 1.7 1 0 0.3
2457
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
17: Fowler Avenue & Ticonderoga Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 17
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 6 9 238 238 2
Future Vol, veh/h 3 6 9 238 238 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 90 90 90 90 90 90
Heavy Vehicles, % 0 00022
Mvmt Flow 3 7 10 264 264 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 549 265 266 0 - 0
Stage 1 265 -----
Stage 2 284 -----
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 500 779 1310 - - -
Stage 1 784 -----
Stage 2 769 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 496 779 1310 - - -
Mov Cap-2 Maneuver 496 -----
Stage 1 777 -----
Stage 2 769 -----
Approach EB NB SB
HCM Control Delay, s 10.6 0.3 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1310 - 655 - -
HCM Lane V/C Ratio 0.008 - 0.015 - -
HCM Control Delay (s) 7.8 0 10.6 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 0 - -
2458
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 18: Fowler Avenue & Shepherd Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 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 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 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, % 111111111111
Cap, veh/h 61 526 235 83 301 255 138 1128 955 139 981 125 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 1597 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/ln 1795 1791 1598 1795 1885 1598 1795 1885 1597 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 955 139 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 955 371 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/ln 0.9 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 EEEEEEEBBEAB
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 12345678
Phs Duration (G+Y+Rc), s 15.5 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
2459
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
19: Fowler Avenue & Teague Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 19
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 3 5 5 7 15 9 309 13 9 247 6
Future Vol, veh/h 3 3 5 5 7 15 9 309 13 9 247 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 - - - - - - 100 - - 260 - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 9 99444111222
Mvmt Flow 3 3 5 5 7 16 9 322 14 9 257 6
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 634 629 257 629 628 329 263 0 0 336 0 0 Stage 1 275 275 - 347 347 -------
Stage 2 359 354 - 282 281 -------
Critical Hdwy 7.19 6.59 6.29 7.14 6.54 6.24 4.11 - - 4.12 - - Critical Hdwy Stg 1 6.19 5.59 - 6.14 5.54 -------
Critical Hdwy Stg 2 6.19 5.59 - 6.14 5.54 -------
Follow-up Hdwy 3.581 4.081 3.381 3.536 4.036 3.336 2.209 - - 2.218 - - Pot Cap-1 Maneuver 382 390 765 392 397 708 1307 - - 1223 - - Stage 1 716 670 - 665 631 -------
Stage 2 645 618 - 721 675 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 364 385 765 383 391 708 1307 - - 1223 - - Mov Cap-2 Maneuver 364 385 - 383 391 -------
Stage 1 711 665 - 660 627 -------
Stage 2 619 614 - 707 670 -------
Approach EB WB NB SB
HCM Control Delay, s 12.6 12.3 0.2 0.3

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1307 - - 487 518 1223 - -
HCM Lane V/C Ratio 0.007 - - 0.024 0.054 0.008 - -
HCM Control Delay (s) 7.8 - - 12.6 12.3 8 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - -
2460
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 20: Fowler Avenue & Nees Avenue Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 20
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 269 114 37 222 33 163 270 62 34 201 36 Future Volume (veh/h) 30 269 114 37 222 33 163 270 62 34 201 36 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 1900 1900 1900 1885 1885 1885 1885 1885 1885 1856 1856 1856 Adj Flow Rate, veh/h 33 296 125 41 244 36 179 297 68 37 221 40 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 000111111333
Cap, veh/h 42 400 165 53 314 266 207 1185 1004 47 1002 849 Arrive On Green 0.02 0.16 0.16 0.03 0.17 0.17 0.12 0.63 0.63 0.03 0.54 0.54 Sat Flow, veh/h 1810 2492 1028 1795 1885 1598 1795 1885 1598 1767 1856 1572 Grp Volume(v), veh/h 33 213 208 41 244 36 179 297 68 37 221 40 Grp Sat Flow(s),veh/h/ln 1810 1805 1715 1795 1885 1598 1795 1885 1598 1767 1856 1572 Q Serve(g_s), s 2.2 13.4 13.9 2.7 14.9 2.3 11.8 8.3 2.0 2.5 7.5 1.4 Cycle Q Clear(g_c), s 2.2 13.4 13.9 2.7 14.9 2.3 11.8 8.3 2.0 2.5 7.5 1.4 Prop In Lane 1.00 0.60 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 42 290 275 53 314 266 207 1185 1004 47 1002 849 V/C Ratio(X) 0.78 0.73 0.76 0.78 0.78 0.14 0.87 0.25 0.07 0.79 0.22 0.05 Avail Cap(c_a), veh/h 271 522 496 269 545 462 269 1185 1004 265 1002 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 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.3 47.9 48.1 57.8 47.9 42.6 52.2 9.8 8.6 58.1 14.4 13.0 Incr Delay (d2), s/veh 11.1 5.6 6.6 8.7 3.6 0.2 16.9 0.5 0.1 10.1 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 6.3 6.3 1.3 7.1 0.9 6.1 3.3 0.7 1.2 3.0 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.4 53.6 54.8 66.5 51.4 42.8 69.1 10.3 8.8 68.2 14.9 13.1 LnGrp LOS E D D E D D EBAEBB
Approach Vol, veh/h 454 321 544 298
Approach Delay, s/veh 55.3 52.4 29.5 21.3
Approach LOS E D C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.8 70.1 6.8 25.3 7.2 80.7 7.5 24.5 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 18.0 30.7 18.0 34.7 18.0 30.7 18.0 34.7 Max Q Clear Time (g_c+I1), s 13.8 9.5 4.2 16.9 4.5 10.3 4.7 15.9 Green Ext Time (p_c), s 0.1 1.3 0.0 1.1 0.0 2.0 0.0 3.3 Intersection Summary
HCM 6th Ctrl Delay 39.8
HCM 6th LOS D
2461
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 21: Fowler Avenue & SR-168 WB Ramps Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
04/11/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 159 0 15 430 738 0 0 395 183 Future Volume (veh/h) 0 0 0 159 0 15 430 738 0 0 395 183 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 0 1856 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 167 0 16 453 777 0 0 416 193
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 303110011
Cap, veh/h 212 0 188 520 2683 0 0 1294 594
Arrive On Green 0.12 0.00 0.12 0.30 1.00 0.00 0.00 0.54 0.54 Sat Flow, veh/h 1767 0 1572 3483 3676 0 0 2479 1094
Grp Volume(v), veh/h 167 0 16 453 777 0 0 311 298
Grp Sat Flow(s),veh/h/ln 1767 0 1572 1742 1791 0 0 1791 1688 Q Serve(g_s), s 9.2 0.0 0.9 12.3 0.0 0.0 0.0 9.6 9.8
Cycle Q Clear(g_c), s 9.2 0.0 0.9 12.3 0.0 0.0 0.0 9.6 9.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.65
Lane Grp Cap(c), veh/h 212 0 188 520 2683 0 0 972 916
V/C Ratio(X) 0.79 0.00 0.08 0.87 0.29 0.00 0.00 0.32 0.32 Avail Cap(c_a), veh/h 422 0 376 801 2683 0 0 972 916
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.80 0.80 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 42.8 0.0 39.1 34.1 0.0 0.0 0.0 12.7 12.7 Incr Delay (d2), s/veh 12.9 0.0 0.4 3.5 0.2 0.0 0.0 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 %ile BackOfQ(50%),veh/ln 4.7 0.0 0.4 4.4 0.1 0.0 0.0 3.7 3.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.7 0.0 39.5 37.7 0.2 0.0 0.0 13.5 13.6 LnGrp LOS E A D D AAABB
Approach Vol, veh/h 183 1230 609
Approach Delay, s/veh 54.3 14.0 13.6
Approach LOS D B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 81.7 20.6 61.1 18.3
Change Period (Y+Rc), s 6.8 * 5.7 6.8 6.3
Max Green Setting (Gmax), s 63.0 * 23 34.3 23.9
Max Q Clear Time (g_c+I1), s 2.0 14.3 11.8 11.2
Green Ext Time (p_c), s 10.9 0.6 6.9 0.9
Intersection Summary
HCM 6th Ctrl Delay 17.5
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 2462
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 22: Fowler Avenue & SR-168 EB Ramps Existing (2022) NP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 22
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 311 0 585 0 0 0 0 857 294 23 530 0 Future Volume (veh/h) 311 0 585 0 0 0 0 857 294 23 530 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 0 1870 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 324 0 609 0 893 306 24 552 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 0 2 011220
Cap, veh/h 1006 0 461 0 1294 442 52 2061 0
Arrive On Green 0.29 0.00 0.29 0.00 0.49 0.49 0.03 0.58 0.00 Sat Flow, veh/h 3456 0 1585 0 2714 895 1781 3647 0
Grp Volume(v), veh/h 324 0 609 0 610 589 24 552 0
Grp Sat Flow(s),veh/h/ln1728 0 1585 0 1791 1724 1781 1777 0 Q Serve(g_s), s 7.3 0.0 29.1 0.0 26.1 26.3 1.3 7.7 0.0
Cycle Q Clear(g_c), s 7.3 0.0 29.1 0.0 26.1 26.3 1.3 7.7 0.0 Prop In Lane 1.00 1.00 0.00 0.52 1.00 0.00
Lane Grp Cap(c), veh/h 1006 0 461 0 884 851 52 2061 0
V/C Ratio(X) 0.32 0.00 1.32 0.00 0.69 0.69 0.46 0.27 0.00 Avail Cap(c_a), veh/h 1006 0 461 0 884 851 285 2061 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.92 0.92 0.00 Uniform Delay (d), s/veh 27.7 0.0 35.4 0.0 19.4 19.5 47.8 10.4 0.0 Incr Delay (d2), s/veh 0.4 0.0 158.8 0.0 4.4 4.6 2.2 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.0 0.0 31.1 0.0 10.8 10.5 0.6 2.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.1 0.0 194.2 0.0 23.8 24.1 49.9 10.7 0.0 LnGrp LOS C A F A C C D B A
Approach Vol, veh/h 933 1199 576
Approach Delay, s/veh 136.5 23.9 12.4
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s8.6 56.2 35.2 64.8
Change Period (Y+Rc), s* 5.7 6.8 6.1 6.8
Max Green Setting (Gmax), s* 16 36.3 29.1 58.0
Max Q Clear Time (g_c+I1), s3.3 28.3 31.1 9.7
Green Ext Time (p_c), s 0.0 6.5 0.0 6.8
Intersection Summary
HCM 6th Ctrl Delay 60.3
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 2463
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 1: Willow Avenue & Behymer Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 67 125 203 16 128 46 84 584 16 45 587 74 Future Volume (veh/h) 67 125 203 16 128 46 84 584 16 45 587 74 Initial Q (Qb), veh 000000000000
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 85 158 257 20 162 58 106 739 20 57 743 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, % 222333222111
Cap, veh/h 106 360 305 55 199 71 129 2861 888 94 2780 840 Arrive On Green 0.06 0.19 0.19 0.03 0.15 0.15 0.07 0.56 0.56 0.05 0.54 0.54 Sat Flow, veh/h 1781 1870 1585 1767 1304 467 1781 5106 1585 1795 5147 1555 Grp Volume(v), veh/h 85 158 257 20 0 220 106 739 20 57 743 94 Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1767 0 1771 1781 1702 1585 1795 1716 1555 Q Serve(g_s), s 6.4 10.1 21.1 1.5 0.0 16.2 7.9 10.0 0.8 4.2 10.5 4.0 Cycle Q Clear(g_c), s 6.4 10.1 21.1 1.5 0.0 16.2 7.9 10.0 0.8 4.2 10.5 4.0 Prop In Lane 1.00 1.00 1.00 0.26 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 106 360 305 55 0 270 129 2861 888 94 2780 840 V/C Ratio(X) 0.80 0.44 0.84 0.36 0.00 0.81 0.82 0.26 0.02 0.61 0.27 0.11 Avail Cap(c_a), veh/h 143 603 511 162 0 571 194 2861 888 196 2780 840 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 0.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.7 48.1 52.5 64.1 0.0 55.4 61.8 15.3 13.2 62.6 16.7 15.2 Incr Delay (d2), s/veh 15.1 1.0 7.6 1.5 0.0 12.4 9.3 0.2 0.0 2.3 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/ln 3.3 4.7 8.9 0.7 0.0 8.1 3.8 3.7 0.3 1.9 4.0 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 77.8 49.1 60.1 65.5 0.0 67.8 71.0 15.5 13.3 65.0 16.9 15.5 LnGrp LOS E D EEAEEBBEBB
Approach Vol, veh/h 500 240 865 894
Approach Delay, s/veh 59.6 67.6 22.2 19.8
Approach LOS E E C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.1 78.6 14.2 27.1 12.4 81.3 8.8 32.5 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 42.3 10.8 43.5 14.7 42.3 12.4 43.5 Max Q Clear Time (g_c+I1), s 9.9 12.5 8.4 18.2 6.2 12.0 3.5 23.1 Green Ext Time (p_c), s 0.0 12.4 0.0 2.3 0.0 11.6 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 33.2
HCM 6th LOS C
2464
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 2: Willow Avenue & Shepherd Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 29 256 145 50 336 130 160 587 51 172 740 50 Future Volume (veh/h) 29 256 145 50 336 130 160 587 51 172 740 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 0.98 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 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 33 291 165 57 382 148 182 667 58 195 841 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 140 533 238 170 590 263 231 2825 876 245 2885 882 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 1573 Grp Volume(v), veh/h 33 291 165 57 382 148 182 667 58 195 841 57 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1714 1763 1570 1714 1689 1572 1742 1716 1573 Q Serve(g_s), s 1.3 11.0 14.3 2.3 14.7 12.6 7.6 9.7 2.5 8.0 12.4 2.4 Cycle Q Clear(g_c), s 1.3 11.0 14.3 2.3 14.7 12.6 7.6 9.7 2.5 8.0 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 140 533 238 170 590 263 231 2825 876 245 2885 882 V/C Ratio(X) 0.24 0.55 0.69 0.34 0.65 0.56 0.79 0.24 0.07 0.80 0.29 0.06 Avail Cap(c_a), veh/h 462 1073 479 430 1065 474 442 2825 876 449 2885 882 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 0.95 0.95 0.95 Uniform Delay (d), s/veh 67.4 57.0 58.5 66.6 56.4 55.5 66.6 16.3 14.7 66.4 16.7 14.5 Incr Delay (d2), s/veh 0.3 2.0 8.3 0.3 1.0 1.6 2.3 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 6.2 1.0 6.5 5.0 3.3 3.6 0.9 3.6 4.7 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.7 59.1 66.7 66.8 57.4 57.1 68.9 16.5 14.9 68.5 17.0 14.7 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 489 587 907 1093
Approach Delay, s/veh 62.3 58.2 26.9 26.1
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.1 87.0 11.5 30.5 16.5 86.6 14.0 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), s18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s9.6 14.4 3.3 16.7 10.0 11.7 4.3 16.3 Green Ext Time (p_c), s 0.2 12.3 0.0 3.9 0.2 10.4 0.0 5.0 Intersection Summary
HCM 6th Ctrl Delay 38.2
HCM 6th LOS D
2465
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
3: Minnewawa Avenue & Behymer Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 3
Intersection
Intersection Delay, s/veh 60
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 115 44 12 148 297 41 212 8 123 225 3 Future Vol, veh/h 3 115 44 12 148 297 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, % 3 33444444222
Mvmt Flow 4 139 53 14 178 358 49 255 10 148 271 4
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 19.2 98.2 29.5 51.7

HCM LOS C F D F

Lane NBLn1 EBLn1WBLn1 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 261 162 457 351
LT Vol 41 3 12 123
Through Vol 212 115 148 225
RT Vol 8 44 297 3
Lane Flow Rate 314 195 551 423
Geometry Grp 1111
Degree of Util (X) 0.706 0.458 1.104 0.908
Departure Headway (Hd) 8.511 8.882 7.221 8.126
Convergence, Y/N Yes Yes Yes Yes
Cap 428 408 501 448
Service Time 6.511 6.882 5.279 6.126
HCM Lane V/C Ratio 0.734 0.478 1.1 0.944
HCM Control Delay 29.5 19.2 98.2 51.7
HCM Lane LOS D C F F
HCM 95th-tile Q 5.4 2.3 17.9 10
2466
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 4: Minnewawa Avenue & Shepherd Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 33 366 152 85 370 91 127 150 55 103 159 29 Future Volume (veh/h) 33 366 152 85 370 91 127 150 55 103 159 29 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 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 39 436 181 101 440 108 151 179 65 123 189 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 115 841 369 146 470 398 177 833 697 149 804 681 Arrive On Green 0.06 0.23 0.23 0.08 0.25 0.25 0.10 0.45 0.45 0.08 0.43 0.43 Sat Flow, veh/h 1795 3582 1573 1767 1856 1572 1781 1870 1564 1781 1870 1585 Grp Volume(v), veh/h 39 436 181 101 440 108 151 179 65 123 189 35 Grp Sat Flow(s),veh/h/ln1795 1791 1573 1767 1856 1572 1781 1870 1564 1781 1870 1585 Q Serve(g_s), s 2.7 13.8 12.9 7.2 30.2 7.2 10.8 7.6 3.1 8.8 8.3 1.7 Cycle Q Clear(g_c), s 2.7 13.8 12.9 7.2 30.2 7.2 10.8 7.6 3.1 8.8 8.3 1.7 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 115 841 369 146 470 398 177 833 697 149 804 681 V/C Ratio(X) 0.34 0.52 0.49 0.69 0.94 0.27 0.85 0.21 0.09 0.83 0.24 0.05 Avail Cap(c_a), veh/h 290 937 411 285 485 411 288 833 697 288 804 681 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 43.3 43.0 58.0 47.5 38.9 57.6 22.1 20.9 58.6 23.5 21.6 Incr Delay (d2), s/veh 0.5 0.6 1.3 2.2 26.0 0.6 6.8 0.6 0.3 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 6.0 5.0 3.2 16.8 2.8 5.1 3.4 1.2 4.1 3.7 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.8 44.0 44.3 60.3 73.5 39.5 64.4 22.7 21.1 63.0 24.2 21.8 LnGrp LOS E D D E E D E C C E C C
Approach Vol, veh/h 656 649 395 347
Approach Delay, s/veh 44.9 65.8 38.4 37.7
Approach LOS D E D D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.9 61.9 12.3 38.9 14.9 63.9 14.7 36.5 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), s21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s12.8 10.3 4.7 32.2 10.8 9.6 9.2 15.8 Green Ext Time (p_c), s 0.1 1.5 0.0 0.8 0.1 1.2 0.1 4.5 Intersection Summary
HCM 6th Ctrl Delay 49.0
HCM 6th LOS D
2467
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 5: Clovis Avenue & Shepherd Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 378 118 187 414 48 80 59 113 19 71 67 Future Volume (veh/h) 32 378 118 187 414 48 80 59 113 19 71 67 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 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 39 455 142 225 499 58 96 71 136 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 191 584 257 278 676 302 119 1420 633 588 1806 805 Arrive On Green 0.06 0.17 0.17 0.08 0.19 0.19 0.07 0.42 0.42 0.17 0.52 0.52 Sat Flow, veh/h 3428 3526 1552 3456 3554 1585 1711 3413 1522 3374 3469 1546 Grp Volume(v), veh/h 39 455 142 225 499 58 96 71 136 23 86 81 Grp Sat Flow(s),veh/h/ln1714 1763 1552 1728 1777 1585 1711 1706 1522 1687 1735 1546 Q Serve(g_s), s 1.5 17.3 11.8 9.0 18.5 4.3 7.7 1.7 8.0 0.8 1.7 3.7 Cycle Q Clear(g_c), s 1.5 17.3 11.8 9.0 18.5 4.3 7.7 1.7 8.0 0.8 1.7 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 191 584 257 278 676 302 119 1420 633 588 1806 805 V/C Ratio(X) 0.20 0.78 0.55 0.81 0.74 0.19 0.80 0.05 0.21 0.04 0.05 0.10 Avail Cap(c_a), veh/h 598 856 377 602 863 385 298 1420 633 588 1806 805 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 56.0 53.6 63.3 53.4 47.6 64.2 24.4 26.2 48.1 16.5 17.0 Incr Delay (d2), s/veh 0.2 3.8 2.7 2.1 3.1 0.5 4.7 0.1 0.8 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 7.8 4.7 3.9 8.3 1.7 3.5 0.7 3.0 0.3 0.7 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.3 59.7 56.4 65.5 56.5 48.1 68.9 24.4 27.0 48.2 16.5 17.2 LnGrp LOS E EEEEDECCDBB
Approach Vol, veh/h 636 782 303 190
Approach Delay, s/veh 59.2 58.4 39.7 20.7
Approach LOS E E D C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s15.4 78.6 13.4 32.7 30.0 63.9 16.9 29.2 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), s24.4 34.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s9.7 5.7 3.5 20.5 2.8 10.0 11.0 19.3 Green Ext Time (p_c), s 0.1 2.2 0.0 3.6 0.0 1.7 0.3 3.9 Intersection Summary
HCM 6th Ctrl Delay 52.0
HCM 6th LOS D
2468
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 6: Clovis Avenue & Teague Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 75 222 263 234 345 189
Future Volume (veh/h) 75 222 263 234 345 189
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.94
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 99 292 346 308 454 249
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76
Percent Heavy Veh, % 1 12222
Cap, veh/h 370 330 356 2394 1516 638
Arrive On Green 0.21 0.21 0.20 0.67 0.43 0.43
Sat Flow, veh/h 1795 1598 1781 3647 3647 1496
Grp Volume(v), veh/h 99 292 346 308 454 249
Grp Sat Flow(s),veh/h/ln1795 1598 1781 1777 1777 1496
Q Serve(g_s), s 3.9 15.1 16.4 2.6 7.1 9.7
Cycle Q Clear(g_c), s 3.9 15.1 16.4 2.6 7.1 9.7
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 370 330 356 2394 1516 638
V/C Ratio(X) 0.27 0.89 0.97 0.13 0.30 0.39
Avail Cap(c_a), veh/h 530 472 356 2394 1516 638
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 28.3 32.8 33.8 5.0 16.0 16.8
Incr Delay (d2), s/veh 0.1 10.5 39.7 0.1 0.4 1.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.6 6.5 10.5 0.7 2.7 3.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.5 43.3 73.5 5.1 16.5 18.3
LnGrp LOS C D EABB
Approach Vol, veh/h 391 654 703
Approach Delay, s/veh 39.5 41.3 17.1
Approach LOS D D B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s21.0 41.6 62.6 22.4
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s17.0 28.7 49.7 25.1
Max Q Clear Time (g_c+I1), s18.4 11.7 4.6 17.1
Green Ext Time (p_c), s 0.0 4.3 2.5 0.4
Intersection Summary
HCM 6th Ctrl Delay 31.2
HCM 6th LOS C
2469
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 7: Clovis Avenue & Nees Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 30 307 194 67 366 180 70 319 20 70 488 42 Future Volume (veh/h) 30 307 194 67 366 180 70 319 20 70 488 42 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.96 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 34 353 223 77 421 207 80 367 23 80 561 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 81 403 340 103 429 359 102 1922 825 103 1937 845 Arrive On Green 0.05 0.22 0.22 0.06 0.23 0.23 0.06 0.55 0.55 0.06 0.55 0.55 Sat Flow, veh/h 1781 1870 1578 1795 1885 1575 1767 3526 1513 1781 3554 1550 Grp Volume(v), veh/h 34 353 223 77 421 207 80 367 23 80 561 48 Grp Sat Flow(s),veh/h/ln1781 1870 1578 1795 1885 1575 1767 1763 1513 1781 1777 1550 Q Serve(g_s), s 2.8 27.4 19.4 6.3 33.3 17.5 6.7 7.9 1.1 6.6 12.8 2.2 Cycle Q Clear(g_c), s 2.8 27.4 19.4 6.3 33.3 17.5 6.7 7.9 1.1 6.6 12.8 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 81 403 340 103 429 359 102 1922 825 103 1937 845 V/C Ratio(X) 0.42 0.88 0.66 0.74 0.98 0.58 0.78 0.19 0.03 0.78 0.29 0.06 Avail Cap(c_a), veh/h 380 495 418 311 429 359 365 1922 825 309 1937 845 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 69.7 56.9 53.7 69.6 57.6 51.5 69.7 17.3 15.8 69.7 18.4 16.0 Incr Delay (d2), s/veh 1.3 15.2 3.7 3.9 38.4 2.9 4.7 0.2 0.1 4.6 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 14.4 7.9 3.0 20.1 7.1 3.1 3.2 0.4 3.1 5.2 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.0 72.1 57.4 73.5 96.0 54.4 74.4 17.5 15.8 74.3 18.8 16.1 LnGrp LOS E E E E F D EBBEBB
Approach Vol, veh/h 610 705 470 689
Approach Delay, s/veh 66.7 81.3 27.1 25.1
Approach LOS E F C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s12.7 87.1 10.8 39.4 12.7 87.1 12.6 37.6 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), s31.0 34.7 32.0 33.7 26.0 39.7 26.0 39.7 Max Q Clear Time (g_c+I1), s8.7 14.8 4.8 35.3 8.6 9.9 8.3 29.4 Green Ext Time (p_c), s 0.1 5.1 0.0 0.0 0.1 3.6 0.1 3.0 Intersection Summary
HCM 6th Ctrl Delay 51.8
HCM 6th LOS D
2470
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 8: Clovis Avenue & Alluvial Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 270 153 44 410 89 127 307 61 126 680 34 Future Volume (veh/h) 13 270 153 44 410 89 127 307 61 126 680 34 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 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 1826 1826 1826 1870 1870 1870 1856 1856 1856 1885 1885 1885 Adj Flow Rate, veh/h 15 303 172 49 461 100 143 345 69 142 764 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 56 434 365 117 506 422 169 1304 257 171 1548 77 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 1536 1781 1870 1562 1767 2920 576 1795 3470 173 Grp Volume(v), veh/h 15 303 172 49 461 100 143 206 208 142 394 408 Grp Sat Flow(s),veh/h/ln1739 1826 1536 1781 1870 1562 1767 1763 1733 1795 1791 1851 Q Serve(g_s), s 1.1 19.0 12.0 3.3 29.8 6.2 10.0 9.2 9.4 9.7 19.5 19.6 Cycle Q Clear(g_c), s 1.1 19.0 12.0 3.3 29.8 6.2 10.0 9.2 9.4 9.7 19.5 19.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.33 1.00 0.09
Lane Grp Cap(c), veh/h 56 434 365 117 506 422 169 787 774 171 799 826 V/C Ratio(X) 0.27 0.70 0.47 0.42 0.91 0.24 0.85 0.26 0.27 0.83 0.49 0.49 Avail Cap(c_a), veh/h 153 574 483 157 588 491 254 787 774 230 799 826 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 59.0 43.6 40.9 56.1 44.1 35.5 55.6 21.7 21.7 55.5 24.6 24.6 Incr Delay (d2), s/veh 0.9 1.8 0.6 0.9 17.1 0.3 10.0 0.8 0.8 12.2 2.0 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/ln0.5 8.6 4.5 1.5 15.7 2.4 4.8 3.8 3.9 4.9 8.4 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 45.4 41.6 57.0 61.3 35.9 65.6 22.5 22.6 67.8 26.6 26.5 LnGrp LOS E D D E E D E C C E C C
Approach Vol, veh/h 490 610 557 944
Approach Delay, s/veh 44.5 56.8 33.6 32.8
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s16.0 61.5 8.1 39.5 15.9 61.5 12.2 35.4 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), s18.0 37.3 11.0 39.3 16.0 39.3 11.0 39.3 Max Q Clear Time (g_c+I1), s12.0 21.6 3.1 31.8 11.7 11.4 5.3 21.0 Green Ext Time (p_c), s 0.1 4.1 0.0 1.9 0.1 2.6 0.0 1.5 Intersection Summary
HCM 6th Ctrl Delay 40.8
HCM 6th LOS D
2471
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 9: SR-168 WB Ramps & Herndon Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 959 491 0 1460 661 0 0 0 66 0 729 Future Volume (veh/h) 0 959 491 0 1460 661 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 1417 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 3378 832 0 2946 930 0 751
Arrive On Green 0.00 0.52 0.52 0.00 0.52 0.00 0.27 0.00 0.27 Sat Flow, veh/h 0 6696 1585 0 5611 3170 3483 0 2812
Grp Volume(v), veh/h 0 1020 522 0 1417 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 11.6 30.3 0.0 20.9 0.0 2.0 0.0 34.7 Cycle Q Clear(g_c), s 0.0 11.6 30.3 0.0 20.9 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 3378 832 0 2946 930 0 751
V/C Ratio(X) 0.00 0.30 0.63 0.00 0.48 0.08 0.00 1.03
Avail Cap(c_a), veh/h 0 4019 990 0 3505 930 0 751
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 17.4 21.9 0.0 19.6 0.0 35.6 0.0 47.7 Incr Delay (d2), s/veh 0.0 0.2 3.6 0.0 0.5 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 4.2 11.4 0.0 8.7 0.0 0.8 0.0 16.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.7 25.4 0.0 20.1 0.0 35.7 0.0 89.6 LnGrp LOS A B C A C D A F
Approach Vol, veh/h 1542 1417 846
Approach Delay, s/veh 20.3 20.1 85.1
Approach LOS C C F
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 75.0 42.0 75.0
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 32.3 36.7 22.9
Green Ext Time (p_c), s 35.9 0.0 40.7
Intersection Summary
HCM 6th Ctrl Delay 34.6
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. 2472
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 10: SR-168 EB Ramps & Herndon Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 812 213 0 1667 79 454 0 498 0 0 0 Future Volume (veh/h) 0 812 213 0 1667 79 454 0 498 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 1852 88 504 0 553
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 1852 88 504 0 553
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 17.3 3.1 10.2 0.0 22.6 Cycle Q Clear(g_c), s 0.0 11.6 0.0 0.0 17.3 3.1 10.2 0.0 22.6 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 0.30 0.00 0.41 0.09 0.33 0.00 0.65
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 38.7 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.2 0.1 0.6 0.0 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 4.2 0.0 0.0 5.6 1.1 4.2 0.0 8.0 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 42.5 LnGrp LOS A B A B B C A D
Approach Vol, veh/h 902 1940 1057
Approach Delay, s/veh 13.9 14.9 38.9
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 19.3 24.6
Green Ext Time (p_c), s 23.9 50.4 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. 2473
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 11: Clovis Avenue & Herndon Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 264 832 214 148 1021 158 232 258 120 164 292 493 Future Volume (veh/h) 264 832 214 148 1021 158 232 258 120 164 292 493 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 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 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 284 895 230 159 1098 170 249 277 129 176 314 530 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 332 2190 680 290 2141 665 312 884 379 314 1305 713 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 1585 3456 3487 1494 3483 5147 2812 Grp Volume(v), veh/h 284 895 230 159 1098 170 249 270 136 176 314 530 Grp Sat Flow(s),veh/h/ln1714 1689 1572 1728 1702 1585 1728 1702 1576 1742 1716 1406 Q Serve(g_s), s 12.6 18.9 15.1 6.8 24.7 10.8 10.9 10.0 10.9 7.5 7.5 26.9 Cycle Q Clear(g_c), s 12.6 18.9 15.1 6.8 24.7 10.8 10.9 10.0 10.9 7.5 7.5 26.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00
Lane Grp Cap(c), veh/h 332 2190 680 290 2141 665 312 863 400 314 1305 713 V/C Ratio(X) 0.86 0.41 0.34 0.55 0.51 0.26 0.80 0.31 0.34 0.56 0.24 0.74 Avail Cap(c_a), veh/h 553 2190 680 557 2141 665 669 863 400 674 1305 713 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 68.9 30.3 29.3 68.2 33.3 29.3 69.1 46.9 47.3 67.6 46.0 53.2 Incr Delay (d2), s/veh 3.0 0.5 1.3 0.6 0.9 0.9 1.8 0.9 2.3 0.6 0.4 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.6 7.7 5.9 3.0 10.2 4.3 4.9 4.3 4.5 3.3 3.2 10.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.9 30.9 30.5 68.8 34.2 30.2 70.9 47.8 49.6 68.1 46.4 60.1 LnGrp LOS E C C E C C E D D E D E
Approach Vol, veh/h 1409 1427 655 1020
Approach Delay, s/veh 39.1 37.6 57.0 57.3
Approach LOS D D E E
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s20.0 71.0 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), s25.0 39.0 30.0 39.3 25.0 39.0 30.0 39.3 Max Q Clear Time (g_c+I1), s14.6 26.7 9.5 12.9 8.8 20.9 12.9 28.9 Green Ext Time (p_c), s 0.4 5.3 0.3 1.4 0.2 6.3 0.4 3.4 Intersection Summary
HCM 6th Ctrl Delay 45.3
HCM 6th LOS D
2474
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
12: Behymer Avenue & Sunnyside Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 12
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 254 441 0 2 0
Future Vol, veh/h 0 254 441 0 2 0
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 87 87 87 87 87 87
Heavy Vehicles, % 4 44400
Mvmt Flow 0 292 507 0 2 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 507 0 - 0 799 507
Stage 1 - - - - 507 -
Stage 2 - - - - 292 -
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 1048 - - - 357 570
Stage 1 - - - - 609 -
Stage 2 - - - - 762 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1048 - - - 357 570
Mov Cap-2 Maneuver - - - - 357 -
Stage 1 - - - - 609 -
Stage 2 - - - - 762 -
Approach EB WB SB
HCM Control Delay, s 0 0 15.1

HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1048 - - - 357
HCM Lane V/C Ratio ---- 0.006
HCM Control Delay (s) 0 - - - 15.1
HCM Lane LOS A - - - C
HCM 95th %tile Q(veh) 0 - - - 0
2475
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
13: Sunnyside Avenue & Shepherd Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 13
Intersection
Intersection Delay, s/veh 34.1
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 371 106 63 503 11 54 15 38 24 58 75 Future Vol, veh/h 31 371 106 63 503 11 54 15 38 24 58 75 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, % 3 3 3 1 1 1 10 10 10 12 12 12
Mvmt Flow 32 379 108 64 513 11 55 15 39 24 59 77
Number of Lanes 010110010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1112
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1121
HCM Control Delay 35.8 42 13 13.9

HCM LOS EEBB

Lane NBLn1 EBLn1 WBLn1 WBLn2 SBLn1
Vol Left, % 50% 6% 100% 0% 15%
Vol Thru, % 14% 73% 0% 98% 37%
Vol Right, % 36% 21% 0% 2% 48%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 107 508 63 514 157
LT Vol 54 31 63 0 24
Through Vol 15 371 0 503 58
RT Vol 38 106 0 11 75
Lane Flow Rate 109 518 64 524 160
Geometry Grp 25772
Degree of Util (X) 0.231 0.864 0.122 0.922 0.325
Departure Headway (Hd) 7.623 6 6.853 6.328 7.294
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 469 601 523 572 492
Service Time 5.698 4.048 4.601 4.076 5.358
HCM Lane V/C Ratio 0.232 0.862 0.122 0.916 0.325
HCM Control Delay 13 35.8 10.6 45.9 13.9
HCM Lane LOS BEBEB
HCM 95th-tile Q 0.9 9.7 0.4 11.5 1.4
2476
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
14: Sunnyside Avenue & Teague Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 14
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 4 1 17 6 10 2 89 5 5 215 0
Future Vol, veh/h 5 4 1 17 6 10 2 89 5 5 215 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82
Heavy Vehicles, % 0 0 0 0 0 0 10 10 10 7 7 7
Mvmt Flow 6 5 1 21 7 12 2 109 6 6 262 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 400 393 262 393 390 112 262 0 0 115 0 0 Stage 1 274 274 - 116 116 -------
Stage 2 126 119 - 277 274 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.2 - - 4.17 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.29 - - 2.263 - -
Pot Cap-1 Maneuver 564 546 782 570 548 947 1257 - - 1443 - - Stage 1 736 687 - 894 803 -------
Stage 2 883 801 - 734 687 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 548 542 782 562 544 947 1257 - - 1443 - - Mov Cap-2 Maneuver 548 542 - 562 544 -------
Stage 1 735 684 - 892 801 -------
Stage 2 862 799 - 724 684 -------
Approach EB WB NB SB
HCM Control Delay, s 11.5 11 0.2 0.2

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1257 - - 562 637 1443 - -
HCM Lane V/C Ratio 0.002 - - 0.022 0.063 0.004 - -
HCM Control Delay (s) 7.9 0 - 11.5 11 7.5 0 -
HCM Lane LOS A A - BBAA -
HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - -
2477
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
15: Sunnyside Avenue & Nees Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 15
Intersection
Intersection Delay, s/veh 31.8
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 269 85 25 367 14 137 72 17 22 159 66 Future Vol, veh/h 12 269 85 25 367 14 137 72 17 22 159 66 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 Heavy Vehicles, % 2 2 2 1 1 1 10 10 10 7 7 7
Mvmt Flow 13 283 89 26 386 15 144 76 18 23 167 69
Number of Lanes 120110011010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2312
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1232
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 2123
HCM Control Delay 17.4 52.9 23.5 25.9

HCM LOS C F C D

Lane NBLn1 NBLn2 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1
Vol Left, % 66% 0% 100% 0% 0% 100% 0% 9%
Vol Thru, % 34% 0% 0% 100% 51% 0% 96% 64%
Vol Right, % 0% 100% 0% 0% 49% 0% 4% 27%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 209 17 12 179 175 25 381 247
LT Vol 137 0 12 0 0 25 0 22
Through Vol 72 0 0 179 90 0 367 159
RT Vol 0 17 0 0 85 0 14 66
Lane Flow Rate 220 18 13 189 184 26 401 260
Geometry Grp 88888888
Degree of Util (X) 0.578 0.042 0.032 0.451 0.421 0.065 0.925 0.636 Departure Headway (Hd) 9.451 8.389 9.124 8.606 8.252 8.85 8.304 8.811 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 381 426 392 417 436 404 437 408
Service Time 7.227 6.164 6.896 6.377 6.023 6.617 6.07 6.583 HCM Lane V/C Ratio 0.577 0.042 0.033 0.453 0.422 0.064 0.918 0.637 HCM Control Delay 24.5 11.5 12.2 18.3 16.9 12.2 55.6 25.9 HCM Lane LOS C B B C C B F D
HCM 95th-tile Q 3.5 0.1 0.1 2.3 2 0.2 10.4 4.3
2478
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
16: Fowler Avenue & Behymer Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 16
Intersection
Intersection Delay, s/veh22.9
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 0 234 4 8 0 427 75 1 0 80 16
Future Vol, veh/h 10 0 234 4 8 0 427 75 1 0 80 16
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 Heavy Vehicles, % 4 44444222333
Mvmt Flow 12 0 279 5 10 0 508 89 1 0 95 19
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 12.3 9.7 30.9 9.8

HCM LOS B A D A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 85% 4% 33% 0%
Vol Thru, % 15% 0% 67% 83%
Vol Right, % 0% 96% 0% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 503 244 12 96
LT Vol 427 10 4 0
Through Vol 75 0 8 80
RT Vol 1 234 0 16
Lane Flow Rate 599 290 14 114
Geometry Grp 1111
Degree of Util (X) 0.856 0.428 0.026 0.177
Departure Headway (Hd) 5.144 5.304 6.504 5.577
Convergence, Y/N Yes Yes Yes Yes
Cap 707 677 548 642
Service Time 3.171 3.349 4.57 3.624
HCM Lane V/C Ratio 0.847 0.428 0.026 0.178
HCM Control Delay 30.9 12.3 9.7 9.8
HCM Lane LOS D B A A
HCM 95th-tile Q 9.9 2.1 0.1 0.6
2479
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
17: Fowler Avenue & Ticonderoga Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 17
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 10 24 9 488 310 8
Future Vol, veh/h 10 24 9 488 310 8
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 86 86 86 86 86 86
Heavy Vehicles, % 7 72233
Mvmt Flow 12 28 10 567 360 9
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 952 365 369 0 - 0
Stage 1 365 -----
Stage 2 587 -----
Critical Hdwy 6.47 6.27 4.12 - - -
Critical Hdwy Stg 1 5.47 -----
Critical Hdwy Stg 2 5.47 -----
Follow-up Hdwy 3.563 3.363 2.218 - - -
Pot Cap-1 Maneuver 282 669 1190 - - -
Stage 1 691 -----
Stage 2 546 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 279 669 1190 - - -
Mov Cap-2 Maneuver 279 -----
Stage 1 683 -----
Stage 2 546 -----
Approach EB NB SB
HCM Control Delay, s 13.3 0.1 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1190 - 474 - -
HCM Lane V/C Ratio 0.009 - 0.083 - -
HCM Control Delay (s) 8.1 0 13.3 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 0.3 - -
2480
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 18: Fowler Avenue & Shepherd Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 303 51 36 287 370 157 92 34 185 141 18 Future Volume (veh/h) 20 303 51 36 287 370 157 92 34 185 141 18 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 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 21 316 53 38 299 385 164 96 35 193 147 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, % 222222222444
Cap, veh/h 55 765 334 75 424 359 187 913 773 216 808 104 Arrive On Green 0.03 0.22 0.22 0.04 0.23 0.23 0.11 0.49 0.49 0.12 0.51 0.51 Sat Flow, veh/h 1781 3554 1551 1781 1870 1585 1781 1870 1585 1753 1597 206 Grp Volume(v), veh/h 21 316 53 38 299 385 164 96 35 193 0 166 Grp Sat Flow(s),veh/h/ln 1781 1777 1551 1781 1870 1585 1781 1870 1585 1753 0 1804 Q Serve(g_s), s 1.7 11.5 4.2 3.1 22.1 34.0 13.6 4.2 1.7 16.3 0.0 7.5 Cycle Q Clear(g_c), s 1.7 11.5 4.2 3.1 22.1 34.0 13.6 4.2 1.7 16.3 0.0 7.5 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 55 765 334 75 424 359 187 913 773 216 0 912 V/C Ratio(X) 0.38 0.41 0.16 0.50 0.71 1.07 0.88 0.11 0.05 0.90 0.00 0.18 Avail Cap(c_a), veh/h 368 806 351 368 424 359 368 913 773 327 0 912 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 50.7 47.8 70.3 53.4 58.0 66.2 20.7 20.1 64.8 0.0 20.2 Incr Delay (d2), s/veh 1.6 0.7 0.4 1.9 6.3 67.8 5.0 0.2 0.1 13.6 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 5.2 1.6 1.4 10.8 20.2 6.4 1.9 0.7 8.0 0.0 3.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 72.8 51.3 48.2 72.2 59.7 125.8 71.2 21.0 20.2 78.5 0.0 20.6 LnGrp LOS E D D E E F E C C E A C
Approach Vol, veh/h 390 722 295 359
Approach Delay, s/veh 52.1 95.6 48.8 51.7
Approach LOS D F D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.8 81.6 8.7 40.0 22.4 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 28.0 37.3 31.0 34.0 Max Q Clear Time (g_c+I1), s 15.6 9.5 3.7 36.0 18.3 6.2 5.1 13.5 Green Ext Time (p_c), s 0.2 0.8 0.0 0.0 0.2 0.5 0.0 3.4 Intersection Summary
HCM 6th Ctrl Delay 69.2
HCM 6th LOS E
2481
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
19: Fowler Avenue & Teague Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 19
Intersection
Int Delay, s/veh 1.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 6 6 17 8 30 3 180 7 19 254 10
Future Vol, veh/h 4 6 6 17 8 30 3 180 7 19 254 10
Conflicting Peds, #/hr 2 00002000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 260 - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 0 00000333111
Mvmt Flow 4 7 7 19 9 33 3 198 8 21 279 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 552 533 279 542 540 204 290 0 0 206 0 0 Stage 1 321 321 - 208 208 -------
Stage 2 231 212 - 334 332 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.13 - - 4.11 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.227 - - 2.209 - -
Pot Cap-1 Maneuver 447 456 765 454 451 842 1266 - - 1371 - - Stage 1 695 655 - 799 734 -------
Stage 2 776 731 - 684 648 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 417 448 765 439 443 840 1266 - - 1371 - - Mov Cap-2 Maneuver 417 448 - 439 443 -------
Stage 1 694 645 - 797 733 -------
Stage 2 733 730 - 661 638 -------
Approach EB WB NB SB
HCM Control Delay, s 12.2 11.7 0.1 0.5

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1266 - - 519 595 1371 - -
HCM Lane V/C Ratio 0.003 - - 0.034 0.102 0.015 - -
HCM Control Delay (s) 7.9 - - 12.2 11.7 7.7 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - -
2482
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 20: Fowler Avenue & Nees Avenue Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 20
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 202 87 73 272 33 111 138 37 31 228 32 Future Volume (veh/h) 20 202 87 73 272 33 111 138 37 31 228 32 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.99 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 22 220 95 79 296 36 121 150 40 34 248 35 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, % 111111111111
Cap, veh/h 27 351 146 101 349 293 147 1170 992 43 1062 900 Arrive On Green 0.02 0.14 0.14 0.06 0.18 0.18 0.08 0.62 0.62 0.02 0.56 0.56 Sat Flow, veh/h 1795 2441 1012 1795 1885 1585 1795 1885 1598 1795 1885 1598 Grp Volume(v), veh/h 22 159 156 79 296 36 121 150 40 34 248 35 Grp Sat Flow(s),veh/h/ln 1795 1791 1662 1795 1885 1585 1795 1885 1598 1795 1885 1598 Q Serve(g_s), s 1.5 10.0 10.6 5.2 18.2 2.3 8.0 3.9 1.2 2.3 7.9 1.2 Cycle Q Clear(g_c), s 1.5 10.0 10.6 5.2 18.2 2.3 8.0 3.9 1.2 2.3 7.9 1.2 Prop In Lane 1.00 0.61 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 27 258 239 101 349 293 147 1170 992 43 1062 900 V/C Ratio(X) 0.81 0.62 0.65 0.78 0.85 0.12 0.82 0.13 0.04 0.78 0.23 0.04 Avail Cap(c_a), veh/h 284 503 467 269 514 432 180 1170 992 239 1062 900 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 1.00 1.00 Uniform Delay (d), s/veh 58.9 48.3 48.5 55.9 47.3 40.8 54.2 9.4 8.8 58.2 13.2 11.7 Incr Delay (d2), s/veh 19.1 3.8 4.7 4.9 8.0 0.2 18.6 0.2 0.1 10.9 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 4.6 4.6 2.4 9.1 0.9 4.3 1.5 0.4 1.1 3.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 78.0 52.1 53.2 60.8 55.3 40.9 72.9 9.6 8.9 69.1 13.7 11.8 LnGrp LOS E D D E E D EAAEBB
Approach Vol, veh/h 337 411 311 317
Approach Delay, s/veh 54.3 55.1 34.1 19.4
Approach LOS D E C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.8 72.9 5.8 27.5 6.9 79.8 10.7 22.6 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 12.0 37.7 19.0 32.7 16.0 33.7 18.0 33.7 Max Q Clear Time (g_c+I1), s 10.0 9.9 3.5 20.2 4.3 5.9 7.2 12.6 Green Ext Time (p_c), s 0.0 1.6 0.0 1.1 0.0 1.0 0.1 2.5 Intersection Summary
HCM 6th Ctrl Delay 41.9
HCM 6th LOS D
2483
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 21: Fowler Avenue & SR-168 WB Ramps Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 21
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 134 0 31 497 433 0 0 337 389 Future Volume (veh/h) 0 0 0 134 0 31 497 433 0 0 337 389 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1885 0 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 137 0 32 507 442 0 0 344 397
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 101110011
Cap, veh/h 183 0 163 574 2748 0 0 977 871
Arrive On Green 0.10 0.00 0.10 0.28 1.00 0.00 0.00 0.55 0.55 Sat Flow, veh/h 1795 0 1598 3483 3676 0 0 1885 1598
Grp Volume(v), veh/h 137 0 32 507 442 0 0 344 397
Grp Sat Flow(s),veh/h/ln 1795 0 1598 1742 1791 0 0 1791 1598 Q Serve(g_s), s 7.4 0.0 1.8 13.9 0.0 0.0 0.0 10.8 15.0
Cycle Q Clear(g_c), s 7.4 0.0 1.8 13.9 0.0 0.0 0.0 10.8 15.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 183 0 163 574 2748 0 0 977 871
V/C Ratio(X) 0.75 0.00 0.20 0.88 0.16 0.00 0.00 0.35 0.46 Avail Cap(c_a), veh/h 429 0 382 742 2748 0 0 977 871
HCM Platoon Ratio 1.00 1.00 1.00 1.67 1.67 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.93 0.93 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 43.7 0.0 41.2 35.3 0.0 0.0 0.0 12.8 13.8 Incr Delay (d2), s/veh 12.3 0.0 1.3 8.0 0.1 0.0 0.0 1.0 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 %ile BackOfQ(50%),veh/ln 3.9 0.0 0.8 5.6 0.0 0.0 0.0 4.1 5.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.0 0.0 42.4 43.3 0.1 0.0 0.0 13.8 15.5 LnGrp LOS E A D D AAABB
Approach Vol, veh/h 169 949 741
Approach Delay, s/veh 53.4 23.2 14.7
Approach LOS D C B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 83.5 22.2 61.3 16.5
Change Period (Y+Rc), s 6.8 * 5.7 6.8 6.3
Max Green Setting (Gmax), s 63.0 * 21 36.0 23.9
Max Q Clear Time (g_c+I1), s 2.0 15.9 17.0 9.4
Green Ext Time (p_c), s 5.3 0.5 8.0 0.9
Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 2484
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 22: Fowler Avenue & SR-168 EB Ramps Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 22
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 152 0 332 0 0 0 0 778 92 14 457 0 Future Volume (veh/h) 152 0 332 0 0 0 0 778 92 14 457 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 1856 0 1856 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 160 0 349 0 819 97 15 481 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 0 3 011220
Cap, veh/h 855 0 392 0 1751 207 36 2209 0
Arrive On Green 0.25 0.00 0.25 0.00 0.54 0.54 0.02 0.62 0.00 Sat Flow, veh/h 3428 0 1572 0 3311 381 1781 3647 0
Grp Volume(v), veh/h 160 0 349 0 456 460 15 481 0
Grp Sat Flow(s),veh/h/ln1714 0 1572 0 1791 1807 1781 1777 0 Q Serve(g_s), s 3.7 0.0 21.4 0.0 15.6 15.6 0.8 5.9 0.0
Cycle Q Clear(g_c), s 3.7 0.0 21.4 0.0 15.6 15.6 0.8 5.9 0.0 Prop In Lane 1.00 1.00 0.00 0.21 1.00 0.00
Lane Grp Cap(c), veh/h 855 0 392 0 975 984 36 2209 0
V/C Ratio(X) 0.19 0.00 0.89 0.00 0.47 0.47 0.41 0.22 0.00 Avail Cap(c_a), veh/h 957 0 439 0 975 984 237 2209 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.90 0.90 0.00 Uniform Delay (d), s/veh 29.6 0.0 36.2 0.0 13.9 13.9 48.4 8.3 0.0 Incr Delay (d2), s/veh 0.2 0.0 20.5 0.0 1.6 1.6 2.5 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.5 0.0 10.2 0.0 6.0 6.0 0.4 2.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.8 0.0 56.7 0.0 15.5 15.5 50.9 8.5 0.0 LnGrp LOS C A E A B B D A A
Approach Vol, veh/h 509 916 496
Approach Delay, s/veh 48.3 15.5 9.8
Approach LOS D B A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s7.7 61.2 31.0 69.0
Change Period (Y+Rc), s* 5.7 6.8 6.1 6.8
Max Green Setting (Gmax), s* 13 40.2 27.9 59.2
Max Q Clear Time (g_c+I1), s2.8 17.6 23.4 7.9
Green Ext Time (p_c), s 0.0 11.7 1.5 5.8
Intersection Summary
HCM 6th Ctrl Delay 22.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 2485
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
23: Sunnyside Avenue & Project Driveway 1 Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 23
Intersection
Int Delay, s/veh 1.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 19 0 32 7 0 53
Future Vol, veh/h 19 0 32 7 0 53
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 0 9 9 12 12
Mvmt Flow 21 0 35 8 0 58
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 97 39 0 0 43 0
Stage 1 39 -----
Stage 2 58 -----
Critical Hdwy 6.4 6.2 - - 4.22 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.308 -
Pot Cap-1 Maneuver 907 1038 - - 1504 -
Stage 1 989 -----
Stage 2 970 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 907 1038 - - 1504 -
Mov Cap-2 Maneuver 907 -----
Stage 1 989 -----
Stage 2 970 -----
Approach WB NB SB
HCM Control Delay, s 9.1 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 907 1504 -
HCM Lane V/C Ratio - - 0.023 - -
HCM Control Delay (s) - - 9.1 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
2486
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
24: Sunnyside Avenue & Project Driveway 2 Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 24
Intersection
Int Delay, s/veh 3.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 85 0 38 19 0 72
Future Vol, veh/h 85 0 38 19 0 72
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 0 9 9 12 12
Mvmt Flow 92 0 41 21 0 78
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 130 52 0 0 62 0
Stage 1 52 -----
Stage 2 78 -----
Critical Hdwy 6.4 6.2 - - 4.22 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.308 -
Pot Cap-1 Maneuver 869 1021 - - 1479 -
Stage 1 976 -----
Stage 2 950 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 869 1021 - - 1479 -
Mov Cap-2 Maneuver 869 -----
Stage 1 976 -----
Stage 2 950 -----
Approach WB NB SB
HCM Control Delay, s 9.6 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 869 1479 -
HCM Lane V/C Ratio - - 0.106 - -
HCM Control Delay (s) - - 9.6 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.4 0 -
2487
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
25: Shepherd Avenue & Project Driveway 3 Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 25
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 57 376 413 16 0 164
Future Vol, veh/h 57 376 413 16 0 164
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 200 - - - -0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 21100
Mvmt Flow 62 409 449 17 0 178
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 466 0 - 0 - 233
Stage 1 - -----
Stage 2 - -----
Critical Hdwy 4.13 - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy 2.219 - - - - 3.3
Pot Cap-1 Maneuver 1094 - - - 0 775
Stage 1 - - - - 0 -
Stage 2 - - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1094 - - - - 775
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 1.1 0 11

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1094 - - - 775
HCM Lane V/C Ratio 0.057 - - - 0.23
HCM Control Delay (s) 8.5 - - - 11
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.2 - - - 0.9
2488
AGENDA ITEM NO. 6.

HCM 6th TWSC Shepherd North Project
26: Project Driveway 4/Stanford Avenue & Perrin Road Existing (2022) WP - AM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 26
Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 15 0 10 0 0 0 28 19 0 0 1 15
Future Vol, veh/h 15 0 10 0 0 0 28 19 0 0 1 15
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 7 27222002277
Mvmt Flow 18 0 12 0 0 0 34 23 0 0 1 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1 0 0 12 0 0 53 43 6 55 49 1
Stage 1 - - - - - - 42 42 - 1 1 -
Stage 2 - - - - - - 11 1 - 54 48 -
Critical Hdwy 4.17 - - 4.12 - - 7.1 6.5 6.22 7.12 6.57 6.27 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.12 5.57 -
Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.12 5.57 -
Follow-up Hdwy 2.263 - - 2.218 - - 3.5 4 3.318 3.518 4.063 3.363 Pot Cap-1 Maneuver 1589 - - 1607 - - 951 853 1077 943 833 1069 Stage 1 - - - - - - 978 864 - 1022 885 -
Stage 2 - ----- 1015 899 - 958 845 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1589 - - 1607 - - 926 844 1077 916 824 1069 Mov Cap-2 Maneuver - - - - - - 926 844 - 916 824 -
Stage 1 - - - - - - 967 854 - 1011 885 -
Stage 2 - - - - - - 996 899 - 922 836 -
Approach EB WB NB SB
HCM Control Delay, s 4.4 0 9.3 8.5

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 891 1589 - - 1607 - - 1049
HCM Lane V/C Ratio 0.064 0.011 ----- 0.018
HCM Control Delay (s) 9.3 7.3 0 - 0 - - 8.5
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.1
2489
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 1: Willow Avenue & Behymer Avenue Existing (2022) WP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 11 45 81 31 89 20 120 472 24 41 390 10 Future Volume (veh/h) 11 45 81 31 89 20 120 472 24 41 390 10 Initial Q (Qb), veh 000000000000
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 23 136 536 27 47 443 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, % 000111000111
Cap, veh/h 39 153 130 78 135 31 160 3440 1068 88 3211 974 Arrive On Green 0.02 0.08 0.08 0.04 0.09 0.09 0.09 0.66 0.66 0.05 0.62 0.62 Sat Flow, veh/h 1810 1900 1610 1795 1486 338 1810 5187 1610 1795 5147 1561 Grp Volume(v), veh/h 12 51 92 35 0 124 136 536 27 47 443 11 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1795 0 1824 1810 1729 1610 1795 1716 1561 Q Serve(g_s), s 0.9 3.4 7.5 2.6 0.0 9.0 10.0 5.2 0.8 3.5 4.8 0.4 Cycle Q Clear(g_c), s 0.9 3.4 7.5 2.6 0.0 9.0 10.0 5.2 0.8 3.5 4.8 0.4 Prop In Lane 1.00 1.00 1.00 0.19 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 39 153 130 78 0 165 160 3440 1068 88 3211 974 V/C Ratio(X) 0.31 0.33 0.71 0.45 0.00 0.75 0.85 0.16 0.03 0.53 0.14 0.01 Avail Cap(c_a), veh/h 185 612 519 205 0 588 170 3440 1068 196 3211 974 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 0.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.1 58.6 60.5 63.0 0.0 59.9 60.6 8.5 7.8 62.7 10.4 9.6 Incr Delay (d2), s/veh 1.7 1.5 8.3 1.5 0.0 14.1 27.6 0.1 0.0 1.9 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 1.7 3.3 1.2 0.0 4.7 5.7 1.8 0.3 1.6 1.7 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.7 60.1 68.8 64.5 0.0 74.0 88.3 8.6 7.8 64.5 10.5 9.6 LnGrp LOS EEEEAEFAAEBA
Approach Vol, veh/h 155 159 699 501
Approach Delay, s/veh 65.8 71.9 24.1 15.6
Approach LOS E E C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.2 89.9 9.1 18.7 11.9 95.2 10.4 17.4 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 12.7 41.3 13.8 43.5 14.7 39.3 15.4 43.5 Max Q Clear Time (g_c+I1), s 12.0 6.8 2.9 11.0 5.5 7.2 4.6 9.5 Green Ext Time (p_c), s 0.0 6.9 0.0 1.3 0.0 8.4 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 30.6
HCM 6th LOS C
2490
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 2: Willow Avenue & Shepherd Avenue Existing (2022) WP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 36 366 113 38 340 166 243 657 96 163 464 31 Future Volume (veh/h) 36 366 113 38 340 166 243 657 96 163 464 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 38 389 120 40 362 177 259 699 102 173 494 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 152 573 256 155 607 270 309 2908 902 223 2761 846 Arrive On Green 0.04 0.16 0.16 0.04 0.17 0.17 0.09 0.56 0.56 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 38 389 120 40 362 177 259 699 102 173 494 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 14.7 9.8 1.6 13.4 14.9 10.5 9.9 4.3 7.1 7.1 1.4 Cycle Q Clear(g_c), s 1.5 14.7 9.8 1.6 13.4 14.9 10.5 9.9 4.3 7.1 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 152 573 256 155 607 270 309 2908 902 223 2761 846 V/C Ratio(X) 0.25 0.68 0.47 0.26 0.60 0.66 0.84 0.24 0.11 0.78 0.18 0.04 Avail Cap(c_a), veh/h 470 1090 486 441 1090 486 453 2908 902 449 2761 846 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 57.5 55.4 67.0 55.8 56.4 65.1 16.2 14.9 66.8 17.2 15.9 Incr Delay (d2), s/veh 0.3 3.3 3.1 0.2 0.8 2.2 5.9 0.2 0.3 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 6.9 4.2 0.7 6.0 6.2 4.9 3.8 1.6 3.2 2.8 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.4 60.8 58.6 67.2 56.6 58.6 71.0 16.4 15.2 69.0 17.4 16.0 LnGrp LOS E EEEEEEBBEBB
Approach Vol, veh/h 547 579 1060 700
Approach Delay, s/veh 60.8 57.9 29.6 30.1
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s19.1 83.5 11.9 30.6 15.6 87.0 13.2 29.2 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), s18.7 39.3 19.4 43.8 18.7 39.3 18.2 43.8 Max Q Clear Time (g_c+I1), s12.5 9.1 3.5 16.9 9.1 11.9 3.6 16.7 Green Ext Time (p_c), s 0.2 7.6 0.0 3.9 0.2 11.3 0.0 5.9 Intersection Summary
HCM 6th Ctrl Delay 41.3
HCM 6th LOS D
2491
AGENDA ITEM NO. 6.

HCM 6th AWSC Shepherd North Project
3: Minnewawa Avenue & Behymer Avenue Existing (2022) WP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 3
Intersection
Intersection Delay, s/veh12.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 73 30 6 88 99 46 205 6 95 190 2
Future Vol, veh/h 3 73 30 6 88 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, % 1 11000111111
Mvmt Flow 3 83 34 7 100 113 52 233 7 108 216 2
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 10.3 11.3 12.7 13.6

HCM LOS B B B B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 18% 3% 3% 33%
Vol Thru, % 80% 69% 46% 66%
Vol Right, % 2% 28% 51% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 257 106 193 287
LT Vol 46 3 6 95
Through Vol 205 73 88 190
RT Vol 6 30 99 2
Lane Flow Rate 292 120 219 326
Geometry Grp 1111
Degree of Util (X) 0.441 0.196 0.335 0.491
Departure Headway (Hd) 5.435 5.844 5.495 5.421
Convergence, Y/N Yes Yes Yes Yes
Cap 660 611 651 662
Service Time 3.488 3.912 3.554 3.473
HCM Lane V/C Ratio 0.442 0.196 0.336 0.492
HCM Control Delay 12.7 10.3 11.3 13.6
HCM Lane LOS BBBB
HCM 95th-tile Q 2.3 0.7 1.5 2.7
2492
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 4: Minnewawa Avenue & Shepherd Avenue Existing (2022) WP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 479 81 47 395 85 104 152 72 76 142 13 Future Volume (veh/h) 20 479 81 47 395 85 104 152 72 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 22 515 87 51 425 91 112 163 77 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 83 784 349 129 463 392 149 897 760 144 892 756 Arrive On Green 0.05 0.22 0.22 0.07 0.24 0.24 0.08 0.48 0.48 0.08 0.47 0.47 Sat Flow, veh/h 1795 3582 1598 1810 1900 1610 1795 1885 1598 1795 1885 1598 Grp Volume(v), veh/h 22 515 87 51 425 91 112 163 77 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 17.1 5.8 3.5 28.3 5.9 7.9 6.4 3.4 5.7 6.1 0.6 Cycle Q Clear(g_c), s 1.5 17.1 5.8 3.5 28.3 5.9 7.9 6.4 3.4 5.7 6.1 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 83 784 349 129 463 392 149 897 760 144 892 756 V/C Ratio(X) 0.26 0.66 0.25 0.40 0.92 0.23 0.75 0.18 0.10 0.57 0.17 0.02 Avail Cap(c_a), veh/h 290 937 418 292 497 421 290 897 760 290 892 756 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.79 0.79 0.79 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 46.3 42.0 57.7 47.9 39.4 58.3 19.5 18.8 57.6 19.6 18.2 Incr Delay (d2), s/veh 0.5 1.4 0.4 0.7 22.2 0.5 2.8 0.4 0.3 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 7.5 2.3 1.6 15.7 2.3 3.6 2.9 1.3 2.6 2.7 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.3 47.7 42.4 58.4 70.1 39.9 61.1 20.0 19.0 58.9 20.1 18.3 LnGrp LOS E D D E E D EBBECB
Approach Vol, veh/h 624 567 352 249
Approach Delay, s/veh 47.4 64.2 32.9 32.8
Approach LOS D E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s14.8 67.5 10.0 37.7 14.4 67.9 13.3 34.4 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), s21.0 34.0 21.0 34.0 21.0 34.0 21.0 34.0 Max Q Clear Time (g_c+I1), s9.9 8.1 3.5 30.3 7.7 8.4 5.5 19.1 Green Ext Time (p_c), s 0.1 1.1 0.0 1.3 0.1 1.1 0.0 4.2 Intersection Summary
HCM 6th Ctrl Delay 47.8
HCM 6th LOS D
2493
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 5: Clovis Avenue & Shepherd Avenue Existing (2022) WP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 479 103 130 385 7 140 44 159 10 24 26 Future Volume (veh/h) 32 479 103 130 385 7 140 44 159 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 34 504 108 137 405 7 147 46 167 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 182 640 284 250 712 318 170 1489 664 612 1779 793 Arrive On Green 0.05 0.18 0.18 0.07 0.20 0.20 0.09 0.41 0.41 0.17 0.49 0.49 Sat Flow, veh/h 3483 3582 1592 3510 3610 1610 1810 3610 1610 3510 3610 1610 Grp Volume(v), veh/h 34 504 108 137 405 7 147 46 167 11 25 27 Grp Sat Flow(s),veh/h/ln1742 1791 1592 1755 1805 1610 1810 1805 1610 1755 1805 1610 Q Serve(g_s), s 1.3 18.8 8.4 5.3 14.2 0.5 11.2 1.1 9.5 0.4 0.5 1.2 Cycle Q Clear(g_c), s 1.3 18.8 8.4 5.3 14.2 0.5 11.2 1.1 9.5 0.4 0.5 1.2 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 182 640 284 250 712 318 170 1489 664 612 1779 793 V/C Ratio(X) 0.19 0.79 0.38 0.55 0.57 0.02 0.86 0.03 0.25 0.02 0.01 0.03 Avail Cap(c_a), veh/h 607 870 387 612 877 391 173 1489 664 612 1779 793 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 55.0 50.7 62.9 50.8 45.3 62.5 24.5 27.0 47.9 18.1 18.3 Incr Delay (d2), s/veh 0.2 4.3 1.2 0.7 1.1 0.0 31.5 0.0 0.9 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 8.6 3.4 2.3 6.4 0.2 6.6 0.5 3.7 0.2 0.2 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.7 59.2 51.9 63.6 51.9 45.3 94.1 24.5 27.9 47.9 18.2 18.4 LnGrp LOS E E D E D D F C C D B B
Approach Vol, veh/h 646 549 360 63
Approach Delay, s/veh 58.3 54.7 54.5 23.5
Approach LOS E D D C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s18.8 74.7 12.9 33.6 30.0 63.5 15.6 31.0 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), s13.4 45.3 24.4 34.0 24.4 34.3 24.4 34.0 Max Q Clear Time (g_c+I1), s13.2 3.2 3.3 16.2 2.4 11.5 7.3 20.8 Green Ext Time (p_c), s 0.0 0.6 0.0 3.1 0.0 1.6 0.2 3.8 Intersection Summary
HCM 6th Ctrl Delay 54.8
HCM 6th LOS D
2494
AGENDA ITEM NO. 6.

HCM 6th Signalized Intersection Summary Shepherd North Project 6: Clovis Avenue & Teague Avenue Existing (2022) WP - PM Peak Hour LSA Synchro 11 Report
03/21/2023 Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 74 87 156 372 272 64
Future Volume (veh/h) 74 87 156 372 272 64
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 91 107 193 459 336 79
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81
Percent Heavy Veh, % 1 11100
Cap, veh/h 167 149 230 2818 2209 985
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 91 107 193 459 336 79
Grp Sat Flow(s),veh/h/ln1795 1598 1795 1791 1805 1610
Q Serve(g_s), s 4.1 5.5 8.9 2.7 3.4 1.7
Cycle Q Clear(g_c), s 4.1 5.5 8.9 2.7 3.4 1.7
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 167 149 230 2818 2209 985
V/C Ratio(X) 0.54 0.72 0.84 0.16 0.15 0.08
Avail Cap(c_a), veh/h 530 472 275 2818 2209 985
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 36.8 37.5 36.2 2.2 7.1 6.7
Incr Delay (d2), s/veh 1.0 2.4 15.4 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/ln1.8 2.2 4.7 0.4 1.1 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.8 39.9 51.7 2.3 7.2 6.9
LnGrp LOS D D D A A A
Approach Vol, veh/h 198 652 415
Approach Delay, s/veh 38.9 16.9 7.1
Approach LOS D B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s14.9 57.3 72.2 12.8
Change Period (Y+Rc), s 4.0 5.3 5.3 4.9
Max Green Setting (Gmax), s13.0 32.7 49.7 25.1
Max Q Clear Time (g_c+I1), s10.9 5.4 4.7 7.5
Green Ext Time (p_c), s 0.1 3.0 3.8 0.3
Intersection Summary
HCM 6th Ctrl Delay 17.2
HCM 6th LOS B
2495
AGENDA ITEM NO. 6.

← All documents from this meeting