Cities Index.
cc 2026 AR 05/26 cip 8374 design w bobier complete streets award of contract

Vista City Council
May 26, 2026

Document
cc 2026 AR 05/26 cip 8374 design w bobier complete streets award of contract
Meeting
May 26, 2026
Body
Vista City Council
Pages
445
Original file
1.1 MB
Text extracted from the city's file for reading and search. Open the original on portal.laserfiche.com. That file is the official record.

File Name : 04_VST_SF_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
City of Vista
N/S: Santa Fe Avenue
E/W: Bobier Drive
Weather: Clear
Santa Fe Avenue
Bobier Drive
Bobier Drive
Santa Fe Avenue
Right
175
Thru
535
Left
194
InOut Total
959 904 1863
Right
191
Thru
462
Left
196
OutTotal In
955 849 1804
Left
162
Thru
562
Right
187
Out TotalIn
904 911 1815
Left
206
Thru
574
Right
173
TotalOut In
799 953 1752
Peak Hour Begins at 03:15 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 04:15 PM 04:30 PM
+0 mins. 48 138 61 247 46 148 32 226 56 126 47 229 53 159 39 251 +15 mins. 65 161 44 270 47 101 28 176 47 128 43 218 50 190 54 294 +30 mins. 63 127 55 245 72 152 21 245 42 107 74 223 56 185 50 291 +45 mins. 42 191 48 281 56 134 41 231 58 111 76 245 49 187 42 278 Total Volume 218 617 208 1043 221 535 122 878 203 472 240 915 208 721 185 1114 % App. Total 20.9 59.2 19.9 25.2 60.9 13.9 22.2 51.6 26.2 18.7 64.7 16.6 PHF .838 .808 .852 .928 .767 .880 .744 .896 .875 .922 .789 .934 .929 .949 .856 .947 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 178 of 549 ends

Location: Vista Date: 5/24/2023
N/S: Santa Fe Avenue Day Wednesday
E/W: Bobier Drive
North Leg East Leg South Leg West Leg
Santa Fe Avenue Bobier Drive Santa Fe Avenue Bobier Drive 0100 1
0000 0
0000 0
0000 0
0000 0
0000 0
0420 6
0300 3
1000 1
0000 0
3300 6
0000 0
0000 0
1200 3
1000 1
0000 0
0000 0
0000 0
2000 2
0100 1
0100 1
0000 0
1011 3
2222 8
0001 1
0110 2
0023 5
1123 7
2132 8
3242 11
0 1 11 14 26
137 2 4 35
1 131 0 1 0 34
1 3 364 26
05 1 0 5 20
2123 8
2237 14
2003 5
0311 5
2242 10
0062 8
3192 15
2314 10
1142 8
0002 2
3233 11
3078 18
0320 5
1033 7
1321 7
1114 7
1123 7
4019 14
0181 10
0343 10
4172 14
03 11 8 22
2 0 10 26 38
5 5 18 15 43
4625 17
3143 11
42 12 19 8 81
18 12 34 10 74
1241 2 3 2 60
6 3 11 18 38
6 4 20 12 42
04 1 2 2 18
5326 16
6312 12
1224 9
1224 9
4143 12
2124 9
7133 14
2177 17
1132 7
4342 13
1422 9
1036 10
4303 10
7210 10
1000 1
1000 1
0101 2
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
220 147 320 324 1011
11:15 PM
11:30 PM
11:45 PM
TOTA
L VOLUMES:
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
9:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
6:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
3:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
12:30 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
9:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
6:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
6:15 AM
3:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
3:15 AM
12:30 AM

PEDESTRIANS
Time TOTAL
12:00 AM
12:15 AM
05/26/2026
C8

Page 179 of 549 ends

Location: Date: 5/24/2023
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000010000 2
000000010000 1
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000010000000 1
000000010000 1
000001000000 1
000000000100 1
000000000000 0
000000010000 1
000000000000 0
000000010000 1
000000000000 0
000000000000 0
000000000000 0
010000000010 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000010000 2
000000000000 0
000000010100 2
010000010100 3
010000000000 1
000010000000 1
000000000000 0
000000010000 1
000000000000 0
010000000000 1
001000010000 2
000000000000 0
000010010000 2
000000000000 0
000100000000 1
010000000010 2
030010000000 4
010100000000 2
000000000000 0
010000000000 1
000000000000 0
000000010000 1
000001000000 1
020000000000 2
010000010000 2
000000010000 1
000010011000 3
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000010000 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
0 1 6 12520 1 6 1330 4 9
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:15 PM
9:30 P
M
9:45 PM
10:00 PM
10:15 PM
10:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
12:15 AM
12:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Eastbound
Santa Fe Avenue Bobier Drive Santa Fe Avenue Bobier Drive 12:00 AM
Vista
Santa Fe Avenue
Bobier Drive

BICYCLES
Southbound Westbound Northbound
05/26/2026
C8

Page 180 of 549 ends

File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobier Elementary Entry Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 12:00 AM 0 7 7 0 0 0 16 0 16 23
12:15 AM 0 9 9 0 0 0 7 0 7 16
12:30 AM 0 5 5 0 0 0 19 0 19 24
12:45 AM 0 6 6 0 0 0 9 0 9 15
Total 0 27 27 0 0 0 51 0 51 78
01:00 AM 0 11 11 0 0 0 7 0 7 18
01:15 AM 0 8 8 0 0 0 8 0 8 16
01:30 AM 0 3 3 0 0 0 14 0 14 17
01:45 AM 0 7 7 0 0 0 5 0 5 12
Total 0 29 29 0 0 0 34 0 34 63
02:00 AM 0 3 3 0 0 0 5 0 5 8
02:15 AM 1 6 7 0 0 0 4 0 4 11
02:30 AM 0 7 7 0 0 0 4 0 4 11
02:45 AM 0 4 4 0 0 0 5 0 5 9
Total 1 20 21 0 0 0 18 0 18 39
03:00 AM 0 1 1 0 0 0 4 0 4 5
03:15 AM 0 9 9 0 0 0 5 0 5 14
03:30 AM 0 14 14 0 0 0 4 0 4 18
03:45 AM 0 11 11 0 0 0 3 0 3 14
Total 0 35 35 0 0 0 16 0 16 51
04:00 AM 0 12 12 0 0 0 11 0 11 23
04:15 AM 0 17 17 0 0 0 4 0 4 21
04:30 AM 0 27 27 0 0 0 10 0 10 37
04:45 AM 0 43 43 0 0 0 17 0 17 60
Total 0 99 99 0 0 0 42 0 42 141
05:00 AM 0 51 51 0 0 0 24 0 24 75
05:15 AM 0 72 72 0 0 0 27 0 27 99
05:30 AM 0 93 93 0 0 0 51 0 51 144
05:45 AM 1 77 78 0 0 0 40 0 40 118
Total 1 293 294 0 0 0 142 0 142 436
06:00 AM 0 78 78 0 0 0 49 0 49 127
06:15 AM 1 114 115 0 0 0 59 0 59 174
06:30 AM 4 141 145 0 0 0 56 0 56 201
06:45 AM 3 139 142 0 0 0 74 2 76 218
Total 8 472 480 0 0 0 238 2 240 720
07:00 AM 2 171 173 0 0 0 80 2 82 255
07:15 AM 21 184 205 0 0 0 95 18 113 318
07:30 AM 51 226 277 0 0 0 121 18 139 416
07:45 AM 39 246 285 0 0 0 154 88 242 527
Total 113 827 940 0 0 0 450 126 576 1516
08:00 AM 16 175 191 0 0 0 271 20 291 482
08:15 AM 9 247 256 0 0 0 206 3 209 465
08:30 AM 10 222 232 0 0 0 153 4 157 389
08:45 AM 3 143 146 0 0 0 142 0 142 288
Total 38 787 825 0 0 0 772 27 799 1624
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 181 of 549 ends

File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobier Elementary Entry Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 09:00 AM 4 128 132 0 0 0 103 0 103 235
09:15 AM 0 148 148 0 0 0 107 0 107 255
09:30 AM 0 96 96 0 0 0 92 1 93 189
09:45 AM 2 125 127 0 0 0 124 3 127 254
Total 6 497 503 0 0 0 426 4 430 933
10:00 AM 2 127 129 0 0 0 111 2 113 242
10:15 AM 0 109 109 0 0 0 102 0 102 211
10:30 AM 0 110 110 0 0 0 97 1 98 208
10:45 AM 0 88 88 0 0 0 107 0 107 195
Total 2 434 436 0 0 0 417 3 420 856
11:00 AM 3 120 123 0 0 0 119 3 122 245
11:15 AM 12 105 117 0 0 0 121 7 128 245
11:30 AM 8 101 109 0 0 0 113 3 116 225
11:45 AM 2 99 101 0 0 0 113 0 113 214
Total 25 425 450 0 0 0 466 13 479 929
12:00 PM 1 107 108 0 0 0 123 0 123 231
12:15 PM 2 113 115 0 0 0 146 0 146 261
12:30 PM 0 119 119 0 0 0 130 1 131 250
12:45 PM 1 128 129 0 0 0 138 1 139 268
Total 4 467 471 0 0 0 537 2 539 1010
01:00 PM 1 131 132 0 0 0 118 3 121 253
01:15 PM 10 154 164 0 0 0 112 4 116 280
01:30 PM 3 148 151 0 0 0 116 4 120 271
01:45 PM 3 122 125 0 0 0 155 0 155 280
Total 17 555 572 0 0 0 501 11 512 1084
02:00 PM 1 156 157 0 0 0 127 1 128 285
02:15 PM 1 138 139 0 0 0 166 10 176 315
02:30 PM 20 149 169 0 0 0 193 32 225 394
02:45 PM 6 139 145 0 0 0 192 2 194 339
Total 28 582 610 0 0 0 678 45 723 1333
03:00 PM 4 143 147 0 0 0 195 1 196 343
03:15 PM 2 183 185 0 0 0 233 5 238 423
03:30 PM 3 218 221 0 0 0 253 4 257 478
03:45 PM 4 196 200 0 0 0 283 1 284 484
Total 13 740 753 0 0 0 964 11 975 1728
04:00 PM 3 200 203 0 0 0 225 2 227 430
04:15 PM 11 171 182 0 0 0 227 4 231 413
04:30 PM 11 151 162 0 0 0 259 7 266 428
04:45 PM 8 157 165 0 0 0 290 2 292 457
Total 33 679 712 0 0 0 1001 15 1016 1728
05:00 PM 10 197 207 0 0 0 291 0 291 498
05:15 PM 1 157 158 0 0 0 253 3 256 414
05:30 PM 7 147 154 0 0 0 239 2 241 395
05:45 PM 6 150 156 0 0 0 205 2 207 363
Total 24 651 675 0 0 0 988 7 995 1670
06:00 PM 0 168 168 0 0 0 189 0 189 357
06:15 PM 1 168 169 0 0 0 182 0 182 351
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 182 of 549 ends

File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobier Elementary Entry Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 06:30 PM 0 134 134 0 0 0 176 0 176 310
06:45 PM 0 118 118 0 0 0 164 0 164 282
Total 1 588 589 0 0 0 711 0 711 1300
07:00 PM 0 124 124 0 0 0 160 0 160 284
07:15 PM 0 123 123 0 0 0 132 0 132 255
07:30 PM 0 170 170 0 0 0 113 0 113 283
07:45 PM 1 160 161 0 0 0 117 0 117 278
Total 1 577 578 0 0 0 522 0 522 1100
08:00 PM 0 112 112 0 0 0 134 0 134 246
08:15 PM 0 87 87 0 0 0 120 0 120 207
08:30 PM 0 103 103 0 0 0 88 0 88 191
08:45 PM 1 79 80 0 0 0 114 0 114 194
Total 1 381 382 0 0 0 456 0 456 838
09:00 PM 0 66 66 0 0 0 121 0 121 187
09:15 PM 0 63 63 0 0 0 108 0 108 171
09:30 PM 0 55 55 0 0 0 76 0 76 131
09:45 PM 0 42 42 0 0 0 78 0 78 120
Total 0 226 226 0 0 0 383 0 383 609
10:00 PM 0 45 45 0 0 0 63 0 63 108
10:15 PM 0 39 39 0 0 0 52 0 52 91
10:30 PM 0 33 33 0 0 0 41 0 41 74
10:45 PM 0 28 28 0 0 0 35 0 35 63
Total 0 145 145 0 0 0 191 0 191 336
11:00 PM 0 23 23 0 0 0 26 0 26 49
11:15 PM 0 18 18 0 0 0 19 0 19 37
11:30 PM 0 15 15 0 0 0 15 0 15 30
11:45 PM 0 8 8 0 0 0 16 0 16 24
Total 0 64 64 0 0 0 76 0 76 140
Grand Total 316 9600 9916 0 0 0 10080 266 10346 20262
Apprch % 3.2 96.8 0 0 97.4 2.6
Total % 1.6 47.4 48.9 0 0 0 49.7 1.3 51.1
Bobier Drive
Westbound
Bobier Elementary Entry Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 51 226 277 0 0 0 121 18 139 416
07:45 AM 39 246 285 0 0 0 154 88 242 527
08:00 AM 16 175 191 0 0 0 271 20 291 482
08:15 AM 9 247 256 0 0 0 206 3 209 465
Total Volume 115 894 1009 0 0 0 752 129 881 1890
% App. Total 11.4 88.6 0 0 85.4 14.6
PHF .564 .905 .885 .000 .000 .000 .694 .366 .757 .897
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 183 of 549 ends

File Name : 05_VST_BE Entry_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
City of Vista
N/S: Bobier Elementary Entry Driveway
E/W: Bobier Drive
Weather: Clear
Bobier Drive
Bobier Drive
Bobier Elementary Entry Driveway
Thru
894
Left
115
OutTotal In
752 1009 1761
Left
0 Right
0 Out TotalIn
244 0 244
Thru
752
Right
129
TotalOut In
894 881 1775
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 12:00 AM 04:30 PM
+0 mins. 51 226 277 0 0 0 259 7 266
+15 mins. 39 246 285 0 0 0 290 2 292
+30 mins. 16 175 191 0 0 0 291 0 291
+45 mins. 9 247 256 0 0 0 253 3 256
Total Volume 115 894 1009 0 0 0 1093 12 1105
% App. Total 11.4 88.6 0 0 98.9 1.1
PHF .564 .905 .885 .000 .000 .000 .939 .429 .946
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 184 of 549 ends

Location: Vista Date: 5/24/2023
N/S: Bobier Elem Entry Driveway Day Wednesday
E/W: Bobier Drive
North Leg East Leg South Leg West Leg
Dead End Bobier Drive Bobier Elem Entry Driveway Bobier Drive 0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0010 1
0000 0
0000 0
0000 0
0010 1
0000 0
0000 0
0010 1
0010 1
0030 3
0010 1
0010 1
0000 0
0010 1
0020 2
0000 0
0010 1
0010 1
0000 0
0000 0
0010 1
0010 1
0010 1
0020 2
0000 0
0020 2
0000 0
0010 1
0020 2
0010 1
0000 0
0001 1
0010 1
0000 0
0020 2
0010 1
0010 1
0250 7
0091 10
0050 5
0220 4
0020 2
0010 1
00 10 1 11
0020 2
0020 2
0020 2
0020 2
0030 3
0030 3
0020 2
0030 3
0050 5
0010 1
0040 4
0000 0
0030 3
0050 5
0010 1
0020 2
0010 1
0010 1
0010 1
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 4 107 3 114
12:30 AM

PEDESTRIANS
Tim
e TOTAL
12:00 AM
12:15 AM
3:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
3:15 AM
6:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
6:15 AM
9:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
12:30 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
3:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
6:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
9:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
05/26/2026
C8

Page 185 of 549 ends

Location: Date: 5/24/2023
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000010000000 1
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000010000000 1
000000000010 1
000000000010 1
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000010 1
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000010 2
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000010000000 1
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000020 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
0000800000
1 5 0 2 3
Eastbound
Dead End Bobier Drive Bobier Elem Entry Driveway Bobier Drive 12:00 AM
Vista
Bo
bier Elem Entry
Bobier Drive

BICYCLES
Southbound Westbound Northbound
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
12:15 AM
12:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:15 PM
9:30 PM
9:45 PM
10:00 PM
10:15 PM
10:30 PM
05/26/2026
C8

Page 186 of 549 ends

File Name : 06_VST_BE Exit_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobier Elementary Exit Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 12:00 AM 0 7 7 0 0 0 16 0 16 23
12:15 AM 0 9 9 0 0 0 7 0 7 16
12:30 AM 0 5 5 0 0 0 19 0 19 24
12:45 AM 0 6 6 0 0 0 9 0 9 15
Total 0 27 27 0 0 0 51 0 51 78
01:00 AM 0 11 11 0 0 0 7 0 7 18
01:15 AM 0 8 8 0 0 0 8 0 8 16
01:30 AM 0 3 3 0 0 0 14 0 14 17
01:45 AM 0 7 7 0 0 0 5 0 5 12
Total 0 29 29 0 0 0 34 0 34 63
02:00 AM 0 3 3 0 0 0 5 0 5 8
02:15 AM 0 7 7 0 0 0 4 0 4 11
02:30 AM 0 7 7 0 0 0 4 0 4 11
02:45 AM 0 4 4 0 0 0 5 0 5 9
Total 0 21 21 0 0 0 18 0 18 39
03:00 AM 0 1 1 0 0 0 4 0 4 5
03:15 AM 0 9 9 0 0 0 5 0 5 14
03:30 AM 0 14 14 0 0 0 4 0 4 18
03:45 AM 0 11 11 0 0 0 3 0 3 14
Total 0 35 35 0 0 0 16 0 16 51
04:00 AM 0 12 12 0 0 0 11 0 11 23
04:15 AM 0 17 17 0 0 0 4 0 4 21
04:30 AM 0 27 27 0 0 0 10 0 10 37
04:45 AM 0 43 43 0 0 0 17 0 17 60
Total 0 99 99 0 0 0 42 0 42 141
05:00 AM 0 51 51 0 0 0 24 0 24 75
05:15 AM 0 72 72 0 0 0 27 0 27 99
05:30 AM 0 93 93 0 0 0 51 0 51 144
05:45 AM 0 78 78 0 0 0 40 0 40 118
Total 0 294 294 0 0 0 142 0 142 436
06:00 AM 1 78 79 0 0 0 49 0 49 128
06:15 AM 2 115 117 0 3 3 59 0 59 179
06:30 AM 1 144 145 1 3 4 56 0 56 205
06:45 AM 0 142 142 0 4 4 74 0 74 220
Total 4 479 483 1 10 11 238 0 238 732
07:00 AM 0 173 173 0 4 4 80 0 80 257
07:15 AM 0 202 202 3 19 22 95 0 95 319
07:30 AM 0 270 270 7 60 67 121 0 121 458
07:45 AM 0 273 273 12 98 110 154 0 154 537
Total 0 918 918 22 181 203 450 0 450 1571
08:00 AM 0 190 190 1 14 15 271 0 271 476
08:15 AM 0 254 254 2 6 8 206 0 206 468
08:30 AM 1 232 233 0 20 20 153 0 153 406
08:45 AM 0 144 144 2 1 3 142 0 142 289
Total 1 820 821 5 41 46 772 0 772 1639
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 187 of 549 ends

File Name : 06_VST_BE Exit_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobier Elementary Exit Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 09:00 AM 0 132 132 0 3 3 103 0 103 238
09:15 AM 0 148 148 0 1 1 107 0 107 256
09:30 AM 1 96 97 0 1 1 92 0 92 190
09:45 AM 0 126 126 1 4 5 124 0 124 255
Total 1 502 503 1 9 10 426 0 426 939
10:00 AM 0 127 127 2 4 6 111 0 111 244
10:15 AM 0 109 109 0 1 1 102 0 102 212
10:30 AM 0 110 110 0 1 1 97 0 97 208
10:45 AM 0 88 88 0 0 0 107 0 107 195
Total 0 434 434 2 6 8 417 0 417 859
11:00 AM 0 120 120 3 3 6 119 0 119 245
11:15 AM 0 114 114 3 11 14 121 0 121 249
11:30 AM 0 109 109 0 12 12 113 0 113 234
11:45 AM 1 101 102 0 4 4 113 0 113 219
Total 1 444 445 6 30 36 466 0 466 947
12:00 PM 0 108 108 0 1 1 123 0 123 232
12:15 PM 0 115 115 0 1 1 146 0 146 262
12:30 PM 0 118 118 1 1 2 130 0 130 250
12:45 PM 0 128 128 1 1 2 138 0 138 268
Total 0 469 469 2 4 6 537 0 537 1012
01:00 PM 0 132 132 0 1 1 118 0 118 251
01:15 PM 0 161 161 3 0 3 112 0 112 276
01:30 PM 0 149 149 2 3 5 116 0 116 270
01:45 PM 0 124 124 1 1 2 155 0 155 281
Total 0 566 566 6 5 11 501 0 501 1078
02:00 PM 0 157 157 0 0 0 126 1 127 284
02:15 PM 0 137 137 2 11 13 165 1 166 316
02:30 PM 0 165 165 4 55 59 193 0 193 417
02:45 PM 0 143 143 2 9 11 192 0 192 346
Total 0 602 602 8 75 83 676 2 678 1363
03:00 PM 0 146 146 1 4 5 195 0 195 346
03:15 PM 0 185 185 0 4 4 233 0 233 422
03:30 PM 0 219 219 2 15 17 253 0 253 489
03:45 PM 0 200 200 0 4 4 283 0 283 487
Total 0 750 750 3 27 30 964 0 964 1744
04:00 PM 0 202 202 1 6 7 225 0 225 434
04:15 PM 0 181 181 1 5 6 227 0 227 414
04:30 PM 0 160 160 2 20 22 259 0 259 441
04:45 PM 0 164 164 1 11 12 290 0 290 466
Total 0 707 707 5 42 47 1001 0 1001 1755
05:00 PM 0 207 207 0 11 11 291 0 291 509
05:15 PM 0 158 158 0 5 5 253 0 253 416
05:30 PM 0 154 154 0 6 6 239 0 239 399
05:45 PM 0 155 155 1 11 12 205 0 205 372
Total 0 674 674 1 33 34 988 0 988 1696
06:00 PM 0 168 168 0 0 0 189 0 189 357
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 188 of 549 ends

File Name : 06_VST_BE Exit_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Bobier Drive
Westbound
Bobier Elementary Exit Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 06:15 PM 1 167 168 2 2 4 182 0 182 354
06:30 PM 0 134 134 0 0 0 176 0 176 310
06:45 PM 0 118 118 0 0 0 164 0 164 282
Total 1 587 588 2 2 4 711 0 711 1303
07:00 PM 0 124 124 0 0 0 160 0 160 284
07:15 PM 0 123 123 0 0 0 132 0 132 255
07:30 PM 0 170 170 0 0 0 113 0 113 283
07:45 PM 0 160 160 1 1 2 117 0 117 279
Total 0 577 577 1 1 2 522 0 522 1101
08:00 PM 0 112 112 0 0 0 134 0 134 246
08:15 PM 0 87 87 0 0 0 120 0 120 207
08:30 PM 0 103 103 0 0 0 88 0 88 191
08:45 PM 0 80 80 0 0 0 114 0 114 194
Total 0 382 382 0 0 0 456 0 456 838
09:00 PM 0 66 66 0 0 0 121 0 121 187
09:15 PM 0 63 63 0 0 0 108 0 108 171
09:30 PM 0 55 55 0 0 0 76 0 76 131
09:45 PM 0 42 42 0 0 0 78 0 78 120
Total 0 226 226 0 0 0 383 0 383 609
10:00 PM 0 45 45 0 0 0 63 0 63 108
10:15 PM 0 39 39 0 0 0 52 0 52 91
10:30 PM 0 33 33 0 0 0 41 0 41 74
10:45 PM 0 28 28 0 0 0 35 0 35 63
Total 0 145 145 0 0 0 191 0 191 336
11:00 PM 0 23 23 0 0 0 26 0 26 49
11:15 PM 0 18 18 0 0 0 19 0 19 37
11:30 PM 0 15 15 0 0 0 15 0 15 30
11:45 PM 0 8 8 0 0 0 16 0 16 24
Total 0 64 64 0 0 0 76 0 76 140
Grand Total 8 9851 9859 65 466 531 10078 2 10080 20470
Apprch % 0.1 99.9 12.2 87.8 100 0
Total % 0 48.1 48.2 0.3 2.3 2.6 49.2 0 49.2
Bobier Drive
Westbound
Bobier Elementary Exit Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM
0 270 270 7 60 67 121 0 121 458
07:45 AM 0 273 273 12 98 110 154 0 154 537
08:00 AM 0 190 190 1 14 15 271 0 271 476
08:15 AM 0 254 254 2 6 8 206 0 206 468
Total Volume 0 987 987 22 178 200 752 0 752 1939
% App. Total 0 100 11 89 100 0
PHF .000 .904 .904 .458 .454 .455 .694 .000 .694 .903
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 189 of 549 ends

File Name : 06_VST_BE Exit_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
City of Vista
N/S: Bobier Elementary Exit Driveway
E/W: Bobier Drive
Weather: Clear
Bobier Drive
Bobier Drive
Bobier Elementary Exit Driveway
Thru
987
Left
0 OutTotal In
930 987 1917
Left
22 Right
178
Out TotalIn
0 200 200
Thru
752
Right
0 TotalOut In
1009 752 1761
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 04:30 PM
+0 mins. 0 270 270 3 19 22 259 0 259
+15 mins. 0 273 273 7 60 67 290 0 290
+30 mins. 0 190 190 12 98 110 291 0 291
+45 mins. 0 254 254 1 14 15 253 0 253
Total Volume 0 987 987 23 191 214 1093 0 1093
% App. Total 0 100 10.7 89.3 100 0
PHF .000 .904 .904 .479 .487 .486 .939 .000 .939
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 190 of 549 ends

Location: Vista Date: 5/24/2023
N/S: Bobier Elem Exit Driveway Day Wednesday
E/W: Bobier Drive
North Leg East Leg South Leg West Leg
Dead End Bobier Drive Bobier Elem Exit Driveway Bobier Drive 0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0010 1
0000 0
0000 0
0030 3
0010 1
0030 3
0000 0
0010 1
0020 2
0000 0
0020 2
0000 0
0001 1
0010 1
0000 0
0000 0
0010 1
0020 2
0001 1
0010 1
0000 0
0020 2
0020 2
0010 1
0010 1
0020 2
0000 0
0000 0
0010 1
0000 0
0020 2
0010 1
0010 1
0120 3
00 17 0 17
0040 4
0140 5
0020 2
0010 1
0080 8
0030 3
0010 1
0020 2
0010 1
0020 2
0020 2
0020 2
0030 3
0020 2
0040 4
0030 3
0010 1
0020 2
0040 4
0030 3
0010 1
0020 2
0010 1
0010 1
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 2 109 2 113
11:15 PM
11:30 PM
11:45 PM
TO
TAL VOLUMES:
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
9:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
6:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
3:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
12:30 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
9:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
6:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
6:15 AM
3:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
3:15 AM
12:30 AM

PEDESTRIANS
Time TOTAL
12:00 AM
12:15 AM
05/26/2026
C8

Page 191 of 549 ends

Location: Date: 5/24/2023
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000010 1
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000010 2
000000000010 1
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000020000000 2
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000010 1
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000020 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
0000
1 0 00000 1 0 0 2 0
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:15 P
M
9:30 PM
9:45 PM
10:00 PM
10:15 PM
10:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
12:15 AM
12:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Eastbound
Dead End Bobier Drive Bobier Elem Exit Driveway Bobier Drive 12:00 AM
Vista
Bobier Elem Exit
Bobier Drive

BICYCLES
Southbound Westbound Northbound
05/26/2026
C8

Page 192 of 549 ends

File Name : 07_VST_BE E Lot_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 1
City of Vista
N/S: Bobier Elementary East Lot Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Hair House Barbershop
Driveway
Southbound
Bobier Drive
Westbound
Bobier Elementary East Lot
Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 12:00 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 16 0 16 23
12:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 7 0 7 16
12:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 19 0 19 24
12:45 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 9 0 9 16
Total 0 0 0 0 0 28 0 28 0 0 0 0 0 51 0 51 79
01:00 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 7 0 7 16
01:15 AM 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 8 16
01:30 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 13 0 13 16
01:45 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 6 0 6 12
Total 0 0 0 0 0 26 0 26 0 0 0 0 0 34 0 34 60
02:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 6 0 6 9
02:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 4 0 4 11
02:30 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 4 0 4 11
02:45 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 4 0 4 8
Total 0 0 0 0 0 21 0 21 0 0 0 0 0 18 0 18 39
03:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
03:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 5 0 5 14
03:30 AM 0 0 0 0 0 14 0 14 0 0 0 0 0 4 0 4 18
03:45 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 3 0 3 13
Total 0 0 0 0 0 34 0 34 0 0 0 0 0 17 0 17 51
04:00 AM 0 0 0 0 0 12 0 12 0 0 0 0 0 11 0 11 23
04:15 AM 0 0 0 0 0 16 0 16 0 0 0 0 0 3 0 3 19
04:30 AM 0 0 0 0 0 25 0 25 0 0 0 0 0 11 0 11 36
04:45 AM 0 0 0 0 0 43 0 43 0 0 0 0 0 16 0 16 59
Total 0 0 0 0 0 96 0 96 0 0 0 0 0 41 0 41 137
05:00 AM 0 0 0 0 0 49 0 49 0 0 0 0 0 24 0 24 73
05:15 AM 0 0 0 0 0 69 0 69 0 0 0 0 0 27 0 27 96
05:30 AM 0 0 0 0 1 97 0 98 0 0 0 0 0 52 0 52 150
05:45 AM 0 0 0 0 0 75 0 75 0 0 0 0 0 37 0 37 112
Total 0 0 0 0 1 290 0 291 0 0 0 0 0 140 0 140 431
06:00 AM 0 0 0 0 0 78 0 78 0 0 0 0 0 50 0 50 128
06:15 AM 0 0 0 0 0 120 0 120 0 0 0 0 0 63 0 63 183
06:30 AM 0 0 0 0 1 145 0 146 0 0 0 0 0 60 0 60 206
06:45 AM 0 0 0 0 0 142 0 142 0 0 1 1 0 77 0 77 220
Total 0 0 0 0 1 485 0 486 0 0 1 1 0 250 0 250 737
07:00 AM 0 0 0 0 1 174 0 175 0 0 0 0 0 85 1 86 261
07:15 AM 0 0 0 0 2 207 0 209 0 0 0 0 0 111 1 112 321
07:30 AM 0 0 0 0 2 271 0 273 0 0 0 0 1 170 2 173 446
07:45 AM 0 0 0 0 5 291 0 296 0 0 1 1 0 252 5 257 554
Total 0 0 0 0 10 943 0 953 0 0 1 1 1 618 9 628 1582
08:00 AM 0 0 0 0 2 185 0 187 0 0 7 7 0 316 0 316 510
08:15 AM 0 0 0 0 0 270 0 270 0 0 1 1 0 215 1 216 487
08:30 AM 0 0 0 0 1 226 0 227 0 0 1 1 0 170 1 171 399
08:45 AM 0 0 0 0 0 149 0 149 0 0 1 1 0 143 1 144 294
Total 0 0 0 0 3 830 0 833 0 0 10 10 0 844 3 847 1690
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 193 of 549 ends

File Name : 07_VST_BE E Lot_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 2
City of Vista
N/S: Bobier Elementary East Lot Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Hair House Barbershop
Driveway
Southbound
Bobier Drive
Westbound
Bobier Elementary East Lot
Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 09:00 AM 0 0 2 2 0 127 0 127 0 0 1 1 1 106 0 107 237
09:15 AM 0 0 0 0 0 146 0 146 2 0 0 2 0 111 1 112 260
09:30 AM 1 0 0 1 0 97 1 98 0 0 0 0 0 94 0 94 193
09:45 AM 0 0 0 0 1 127 0 128 0 0 0 0 0 127 0 127 255
Total 1 0 2 3 1 497 1 499 2 0 1 3 1 438 1 440 945
10:00 AM 0 0 0 0 1 125 0 126 0 0 0 0 0 117 0 117 243
10:15 AM 0 0 0 0 0 106 0 106 0 0 0 0 0 105 0 105 211
10:30 AM 0 0 0 0 0 113 0 113 0 0 0 0 0 97 0 97 210
10:45 AM 1 0 0 1 0 88 1 89 0 0 0 0 0 106 0 106 196
Total 1 0 0 1 1 432 1 434 0 0 0 0 0 425 0 425 860
11:00 AM 0 0 0 0 1 123 0 124 1 0 0 1 0 120 0 120 245
11:15 AM 0 0 1 1 0 111 1 112 0 0 2 2 0 126 0 126 241
11:30 AM 0 0 0 0 1 111 0 112 0 0 0 0 1 133 0 134 246
11:45 AM 1 0 1 2 0 102 1 103 0 0 1 1 0 114 1 115 221
Total 1 0 2 3 2 447 2 451 1 0 3 4 1 493 1 495 953
12:00 PM 1 0 0 1 0 110 1 111 0 0 0 0 0 126 1 127 239
12:15 PM 0 0 0 0 0 120 0 120 0 0 0 0 0 143 1 144 264
12:30 PM 0 0 0 0 2 120 0 122 0 0 1 1 0 137 0 137 260
12:45 PM 0 0 1 1 0 130 0 130 0 0 0 0 1 136 0 137 268
Total 1 0 1 2 2 480 1 483 0 0 1 1 1 542 2 545 1031
01:00 PM 0 0 0 0 1 130 0 131 0 0 0 0 0 122 0 122 253
01:15 PM 0 0 0 0 0 163 0 163 0 0 1 1 0 121 1 122 286
01:30 PM 0 0 0 0 0 156 0 156 0 0 1 1 0 117 1 118 275
01:45 PM 0 0 0 0 10 125 0 135 0 0 0 0 0 146 5 151 286
Total 0 0 0 0 11 574 0 585 0 0 2 2 0 506 7 513 1100
02:00 PM 0 0 0 0 17 156 0 173 1 0 3 4 0 120 2 122 299
02:15 PM 0 0 0 0 8 146 0 154 0 0 23 23 0 176 0 176 353
02:30 PM 0 0 1 1 3 167 0 170 1 0 18 19 1 254 0 255 445
02:45 PM 0 0 0 0 0 142 0 142 1 0 1 2 0 212 0 212 356
Total 0 0 1 1 28 611 0 639 3 0 45 48 1 762 2 765 1453
03:00 PM 1 0 0 1 0 153 0 153 0 0 1 1 1 200 0 201 356
03:15 PM 0 0 1 1 2 190 1 193 0 0 2 2 0 241 0 241 437
03:30 PM 0 0 0 0 2 233 0 235 1 0 1 2 0 274 0 274 511
03:45 PM 1 0 0 1 0 204 0 204 1 0 0 1 2 297 0 299 505
Total 2 0 1 3 4 780 1 785 2 0 4 6 3 1012 0 1015 1809
04:00 PM 1 0 0 1 0 205 1 206 0 0 0 0 0 230 0 230 437
04:15 PM 0 0 0 0 1 185 0 186 0 0 1 1 0 231 0 231 418
04:30 PM 1 0 0 1 0 160 0 160 0 0 2 2 0 283 0 283 446
04:45 PM 0 0 1 1 1 172 0 173 0 0 1 1 1 294 0 295 470
Total 2 0 1 3 2 722 1 725 0 0 4 4 1 1038 0 1039 1771
05:00 PM 0 0 0 0 0 210 0 210 0 0 0 0 0 323 0 323 533
05:15 PM 0 0 0 0 0 163 0 163 1 0 7 8 0 260 0 260 431
05:30 PM 1 0 0 1 0 156 1 157 0 0 0 0 0 247 0 247 405
05:45 PM 0 0 0 0 0 157 0 157 0 0 0 0 1 208 0 209 366
Total 1 0 0 1 0 686 1 687 1 0 7 8 1 1038 0 1039 1735
06:00 PM 1 0 0 1 0 168 1 169 1 0 1 2 0 198 0 198 370
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
C8

Page 194 of 549 ends

File Name : 07_VST_BE E Lot_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 3
City of Vista
N/S: Bobier Elementary East Lot Driveway
E/W: Bobier Drive
Weather: Clear
Groups Printed- Total Volume
Hair House Barbershop
Driveway
Southbound
Bobier Drive
Westbound
Bobier Elementary East Lot
Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 06:15 PM 0 0 0 0 0 172 0 172 0 0 0 0 0 187 0 187 359
06:30 PM 0 0 0 0 0 137 0 137 0 0 0 0 0 179 0 179 316
06:45 PM 0 0 0 0 0 120 0 120 0 0 0 0 0 165 0 165 285
Total 1 0 0 1 0 597 1 598 1 0 1 2 0 729 0 729 1330
07:00 PM 0 0 0 0 0 119 0 119 0 0 0 0 0 161 0 161 280
07:15 PM 0 0 0 0 0 130 0 130 0 0 0 0 0 133 0 133 263
07:30 PM 0 0 0 0 0 166 0 166 0 0 0 0 0 117 0 117 283
07:45 PM 0 0 0 0 4 162 0 166 0 0 2 2 0 121 0 121 289
Total 0 0 0 0 4 577 0 581 0 0 2 2 0 532 0 532 1115
08:00 PM 0 0 0 0 0 115 0 115 0 0 0 0 0 131 0 131 246
08:15 PM 0 0 0 0 0 96 0 96 0 0 0 0 0 129 0 129 225
08:30 PM 0 0 0 0 0 95 0 95 0 0 0 0 0 92 0 92 187
08:45 PM 0 0 0 0 0 82 1 83 0 0 0 0 0 116 0 116 199
Total 0 0 0 0 0 388 1 389 0 0 0 0 0 468 0 468 857
09:00 PM 0 0 0 0 0 63 0 63 0 0 0 0 0 119 0 119 182
09:15 PM 0 0 0 0 0 65 0 65 0 0 0 0 0 110 0 110 175
09:30 PM 0 0 0 0 0 55 0 55 0 0 0 0 0 79 0 79 134
09:45 PM 0 0 0 0 0 43 0 43 0 0 0 0 0 76 0 76 119
Total 0 0 0 0 0 226 0 226 0 0 0 0 0 384 0 384 610
10:00 PM 0 0 0 0 0 45 0 45 0 0 0 0 0 65 0 65 110
10:15 PM 0 0 0 0 0 39 0 39 0 0 0 0 0 53 0 53 92
10:30 PM 0 0 0 0 0 33 0 33 0 0 0 0 0 39 0 39 72
10:45 PM 0 0 0 0 0 25 0 25 0 0 0 0 0 35 0 35 60
Total 0 0 0 0 0 142 0 142 0 0 0 0 0 192 0 192 334
11:00 PM 0 0 0 0 0 23 0 23 0 0 0 0 0 24 0 24 47
11:15 PM 0 0 0 0 0 17 0 17 0 0 0 0 0 22 0 22 39
11:30 PM 0 0 0 0 0 15 0 15 0 0 0 0 0 16 0 16 31
11:45 PM 0 0 0 0 0 9 0 9 0 0 0 0 0 15 0 15 24
Total 0 0 0 0 0 64 0 64 0 0 0 0 0 77 0 77 141
Grand Total 10 0 8 18 70 9976 10 10056 10 0 82 92 10 10649 25 10684 20850 Apprch % 55.6 0 44.4 0.7 99.2 0.1 10.9 0 89.1 0.1 99.7 0.2 Total % 0 0 0 0.1 0.3 47.8 0 48.2 0 0 0.4 0.4 0 51.1 0.1 51.2 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
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File Name : 07_VST_BE E Lot_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 4
City of Vista
N/S: Bobier Elementary East Lot Driveway
E/W: Bobier Drive
Weather: Clear
Hair House Barbershop
Driveway
Southbound
Bobier Drive
Westbound
Bobier Elementary East Lot
Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM
0 0 0 0 2 271 0 273 0 0 0 0 1 170 2 173 446
07:45 AM 0 0 0 0 5 291 0 296 0 0 1 1 0 252 5 257 554
08:00 AM 0 0 0 0 2 185 0 187 0 0 7 7 0 316 0 316 510
08:15 AM 0 0 0 0 0 270 0 270 0 0 1 1 0 215 1 216 487
Total Volume 0 0 0 0 9 1017 0 1026 0 0 9 9 1 953 8 962 1997 % App. Total 0 0 0 0.9 99.1 0 0 0 100 0.1 99.1 0.8
PHF .000 .000 .000 .000 .450 .874 .000 .867 .000 .000 .321 .321 .250 .754 .400 .761 .901 Hair House Barbershop Driveway
Bobier Drive
Bobier Drive
Bobier Elementary East Lot Driveway
Right
0 Thru
0 Left
0 InOut Total
1 0 1
Right
0 Thru
1017
Left
9 OutTotal In
962 1026 1988
Left
0 Thru
0 Right
9 Out TotalIn
17 9 26
Left
1 Thru
953
Right
8 TotalOut In
1017 962 1979
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
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File Name : 07_VST_BE E Lot_Bobier 24hr
Site Code : 23223539
Start Date : 5/24/2023
Page No : 5
City of Vista
N/S: Bobier Elementary East Lot Driveway
E/W: Bobier Drive
Weather: Clear
Hair House Barbershop
Driveway
Southbound
Bobier Drive
Westbound
Bobier Elementary East Lot
Driveway
Northbound
Bobier Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
11:15 AM 07:30 AM 02:00 PM 04:30 PM
+0 mins. 0 0 1 1 2 271 0 273 1 0 3 4 0 283 0 283
+15 mins. 0 0 0 0 5 291 0 296 0 0 23 23 1 294 0 295
+30 mins. 1 0 1 2 2 185 0 187 1 0 18 19 0 323 0 323
+45 mins. 1 0 0 1 0 270 0 270 1 0 1 2 0 260 0 260
Total Volume 2 0 2 4 9 1017 0 1026 3 0 45 48 1 1160 0 1161 % App. Total 50 0 50 0.9 99.1 0 6.2 0 93.8 0.1 99.9 0 PHF .500 .000 .500 .500 .450 .874 .000 .867 .750 .000 .489 .522 .250 .898 .000 .899 Hair House Barbershop Driveway
Bobier Drive
Bobier Drive
Bobier Elementary East Lot Driveway
Right
2 Thru
0 Left
2 In - Peak Hour: 11:15 AM
4 Right
0 Thru
1017
Left
9 In - Peak Hour: 07:30 AM
1026
Left
3 Thru
0 Right
45 In - Peak Hour: 02:00 PM
48 Left
1 Thru
1160
Right
0 In - Peak Hour: 04:30 PM
1161
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
05/26/2026
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Location: Vista Date: 5/24/2023
N/S: BE Parking West Driveway Day Wednesday
E/W: Bobier Drive
North Leg East Leg South Leg West Leg
Hair House Barbarshop DW Bobier Drive BE Parking West Driveway Bobier Drive 0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0011 2
0010 1
0000 0
0000 0
0050 5
0010 1
0001 1
0050 5
00 2 2 0 22
00 4 1 0 41
00 1 3 0 13
1060 7
0030 3
0000 0
0010 1
0000 0
0000 0
0060 6
0020 2
0040 4
0030 3
0000 0
0040 4
00 1 6 0 16
0050 5
0010 1
0020 2
0000 0
0010 1
0030 3
0050 5
0030 3
00 14 0 14
0000 0
00 1 4 0 14
0 0 157 0 157
00 4 5 0 45
0061 7
0020 2
0030 3
00 1 6 0 16
0090 9
1010 2
0041 5
0030 3
0010 1
1050 6
0080 8
0000 0
1040 5
0040 4
0020 2
0010 1
2020 4
0040 4
0030 3
1010 2
0020 2
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
7 0 465 4 476
11:15 PM
11:30 PM
11:45 PM
TOTA
L VOLUMES:
9:45 PM
10:00 PM
10:15 PM
10:30 PM
10:45 PM
11:00 PM
9:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
6:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
3:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
12:30 PM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
12:15 PM
9:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
6:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
6:15 AM
3:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
3:15 AM
12:30 AM

PEDESTRIANS
Time TOTAL
12:00 AM
12:15 AM
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Location: Date: 5/24/2023
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000010 1
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000011 2
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000010 2
000000000010 1
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000020000000 2
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000010 1
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000020 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
0000
1 0 00000 1 0 1 2 1
10:45 PM
11:00 PM
11:15 PM
11:30 PM
11:45 PM
TOTAL VOLUMES:
9:15 PM
9:30 P
M
9:45 PM
10:00 PM
10:15 PM
10:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
7:15 PM
7:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
12:00 PM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
4:45 AM
5:00 AM
5:15 AM
5:30 AM
5:45 AM
6:00 AM
3:15 AM
3:30 AM
3:45 AM
4:00 AM
4:15 AM
4:30 AM
1:45 AM
2:00 AM
2:15 AM
2:30 AM
2:45 AM
3:00 AM
12:15 AM
12:30 AM
12:45 AM
1:00 AM
1:15 AM
1:30 AM
Eastbound
Hair House Barbarshop DW Bobier Drive BE Parking West Driveway Bobier Drive 12:00 AM
Vista
BE Parking West
Bobier Drive

BICYCLES
Southbound Westbound Northbound
05/26/2026
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Page 1 ends

City of Vista
Bobier Drive
B/ Knapp Drive - Dorsey Way
24 Hour Directional Speed Survey

VST001S
Site Code: 232-23539

Counts Unlimited, Inc.

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

Eastbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
07/20/23 1 0 0 0 6 24 18 6 0 0 0 0 0 0 55
01:00 0 0 0 0 3 9 8 5 1 0 0 0 0 0 26
02:00 0 0 0 0 3 5 7 2 0 0 0 0 0 0 17
03:00 0 0 0 1 5 6 6 2 0 0 0 0 0 0 20
04:00 0 0 0 1 7 16 12 3 1 2 0 0 0 0 42
05:00 0 0 0 6 15 36 31 16 4 0 0 0 0 0 108
06:00 2 0 2 2 30 65 65 16 6 1 0 0 1 0 190
07:00 2 0 2 8 46 116 98 38 12 1 0 0 0 0 323
08:00 3 0 2 5 48 151 155 35 5 0 0 0 0 0 404
09:00 1 1 0 6 56 161 97 21 3 1 0 0 0 0 347
10:00 8 0 4 5 65 152 151 37 8 0 0 0 0 0 430
11:00 5 1 6 7 61 182 128 25 4 1 1 0 0 0 421
12 PM 8 2 2 8 82 221 148 40 9 1 0 0 0 0 521
13:00 5 0 1 12 55 213 138 41 8 0 0 0 0 0 473
14:00 3 2 0 14 63 212 211 42 8 2 0 0 0 0 557
15:00 7 2 1 17 105 272 214 62 11 1 1 0 0 0 693
16:00 21 1 3 19 147 353 220 35 5 0 0 0 0 0 804
17:00 11 1 1 11 89 337 291 65 11 3 0 1 0 0 821
18:00 7 0 2 9 87 269 201 43 9 1 0 0 0 0 628
19:00 2 0 3 6 72 207 149 33 9 0 0 0 0 0 481
20:00 6 0 0 9 56 176 109 29 2 2 0 0 0 0 389
21:00 2 0 2 7 65 163 103 17 6 1 0 0 0 0 366
22:00 0 0 1 1 23 85 70 25 8 1 0 0 0 0 214
23:00 1 0 1 0 16 35 39 8 5 4 1 0 0 0 110
Total 95 10 33 154 1205 3466 2669 646 135 22 3 1 1 0 8440

Daily 15th Percentile : 34 MPH
50th Percentile : 38 MPH
85th Percentile : 44 MPH
95th Percentile : 47 MPH

Statistics Mean Speed(Average) : 39 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 6135
Percent in Pace : 72.7%
Number of Vehicles > 55 MPH : 27
Percent of Vehicles > 55 MPH : 0.3%
05/26/2026
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Page 2 ends

City of Vista
Bobier Drive
B/ Knapp Drive - Dorsey Way
24 Hour Directional Speed Survey

VST001S
Site Code: 232-23539

Counts Unlimited, Inc.

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

Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
07/20/23 0 0 1 1 6 8 10 1 1 0 0 0 0 0 28
01:00 0 0 0 2 1 12 6 3 0 1 0 0 0 0 25
02:00 0 0 0 0 1 11 11 4 2 1 0 0 0 0 30
03:00 0 0 0 0 6 13 13 6 3 0 0 0 0 0 41
04:00 3 0 1 5 8 33 24 13 2 3 0 0 0 0 92
05:00 4 3 3 6 19 84 101 45 5 3 1 0 0 0 274
06:00 3 2 2 9 57 189 129 38 4 3 1 0 0 0 437
07:00 10 2 1 10 115 250 142 20 2 0 1 0 0 0 553
08:00 9 2 2 9 70 233 171 49 11 2 0 1 0 0 559
09:00 5 1 4 9 68 179 171 40 8 2 0 0 0 0 487
10:00 4 2 2 9 56 156 134 38 10 1 0 0 0 0 412
11:00 2 0 2 11 43 163 139 21 8 1 0 0 0 0 390
12 PM 11 2 9 18 73 206 131 23 3 1 0 0 0 0 477
13:00 7 1 0 11 81 207 109 34 6 0 1 1 0 0 458
14:00 5 1 2 8 48 166 145 34 6 1 1 1 0 0 418
15:00 13 1 2 8 62 187 171 38 5 2 1 0 0 0 490
16:00 10 2 1 11 66 257 165 30 8 0 0 0 0 0 550
17:00 6 1 3 7 75 238 168 45 4 0 1 0 0 0 548
18:00 11 1 8 7 39 207 174 65 13 4 0 0 0 0 529
19:00 4 0 2 8 44 184 122 35 9 1 0 0 0 0 409
20:00 9 2 3 10 73 173 90 18 4 0 0 0 0 0 382
21:00 7 0 3 7 44 89 73 21 8 1 0 0 0 0 253
22:00 2 0 1 4 39 89 50 11 4 2 0 0 1 0 203
23:00 0 0 0 5 12 28 13 2 2 0 0 0 0 0 62
Total 125 23 52 175 1106 3362 2462 634 128 29 7 3 1 0 8107

Daily 15th Percentile : 33 MPH
50th Percentile : 38 MPH
85th Percentile : 44 MPH
95th Percentile : 48 MPH

Statistics Mean Speed(Average) : 39 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 5824
Percent in Pace : 71.8%
Number of Vehicles > 55 MPH : 40
Percent of Vehicles > 55 MPH : 0.5%
05/26/2026
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Page 3 ends

City of Vista
Bobier Drive
B/ Knapp Drive - Dorsey Way
24 Hour Directional Speed Survey

VST001S
Site Code: 232-23539

Counts Unlimited, Inc.

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

Eastbound, Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
07/20/23 1 0 1 1 12 32 28 7 1 0 0 0 0 0 83
01:00 0 0 0 2 4 21 14 8 1 1 0 0 0 0 51
02:00 0 0 0 0 4 16 18 6 2 1 0 0 0 0 47
03:00 0 0 0 1 11 19 19 8 3 0 0 0 0 0 61
04:00 3 0 1 6 15 49 36 16 3 5 0 0 0 0 134
05:00 4 3 3 12 34 120 132 61 9 3 1 0 0 0 382
06:00 5 2 4 11 87 254 194 54 10 4 1 0 1 0 627
07:00 12 2 3 18 161 366 240 58 14 1 1 0 0 0 876
08:00 12 2 4 14 118 384 326 84 16 2 0 1 0 0 963
09:00 6 2 4 15 124 340 268 61 11 3 0 0 0 0 834
10:00 12 2 6 14 121 308 285 75 18 1 0 0 0 0 842
11:00 7 1 8 18 104 345 267 46 12 2 1 0 0 0 811
12 PM 19 4 11 26 155 427 279 63 12 2 0 0 0 0 998
13:00 12 1 1 23 136 420 247 75 14 0 1 1 0 0 931
14:00 8 3 2 22 111 378 356 76 14 3 1 1 0 0 975
15:00 20 3 3 25 167 459 385 100 16 3 2 0 0 0 1183
16:00 31 3 4 30 213 610 385 65 13 0 0 0 0 0 1354
17:00 17 2 4 18 164 575 459 110 15 3 1 1 0 0 1369
18:00 18 1 10 16 126 476 375 108 22 5 0 0 0 0 1157
19:00 6 0 5 14 116 391 271 68 18 1 0 0 0 0 890
20:00 15 2 3 19 129 349 199 47 6 2 0 0 0 0 771
21:00 9 0 5 14 109 252 176 38 14 2 0 0 0 0 619
22:00 2 0 2 5 62 174 120 36 12 3 0 0 1 0 417
23:00 1 0 1 5 28 63 52 10 7 4 1 0 0 0 172
Total 220 33 85 329 2311 6828 5131 1280 263 51 10 4 2 0 16547

Daily 15th Percentile : 33 MPH
50th Percentile : 38 MPH
85th Percentile : 44 MPH
95th Percentile : 48 MPH

Statistics Mean Speed(Average) : 39 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 11959
Percent in Pace : 72.3%
Number of Vehicles > 55 MPH : 67
Percent of Vehicles > 55 MPH : 0.4%
05/26/2026
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Traffic Analysis Report 23

W. Bobier Drive Traffic Analysis

Appendix B

Traffic Signal Warrant Analysis
05/26/2026
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California MUTCD 2014 Edition Page 844 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

Bobier Drive
Bobier Elementary School East Lot Driveway
44 MPH
X
8:00 AM
11:00 AM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
1680
946
1404
1800
1764
1726
1327
1113
10 2
2 8
4 6
48 4
8:00 AM
11:00 AM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
1680
946
1404
1800
1764
1726
1327
1113
10 2
2 8
4 6
48 4
X
X
X
X
X
X
X
Existing Conditions
05/26/2026
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California MUTCD 2014 Edition Page 845 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

8:00 AM
2:00 PM
3:00 PM
5:00 PM
1680
1404
1800
1726
10 8
6 48
X
X
X
X
X
X
X
X
X
2:00 PM
1404
48 X
X
X
X
05/26/2026
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California MUTCD 2014 Edition Page 839 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

_____________________________________________________________________________________

X
1680, 10
X
1404, 48
X
1800, 6
X
1726, 6
N/A
05/26/2026
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California MUTCD 2014 Edition Page 840 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

_____________________________________________________________________________________

X
1404, 48
N/A
05/26/2026
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California MUTCD 2014 Edition Page 846 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

X
X
7:00 AM
4:00 PM
2:00 PM
3:00 PM
1581
1764
1404
1800
0 0
1 1
4:00 PM
1764
1 X
X
X
X
Data Not
Available
05/26/2026
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California MUTCD 2014 Edition Page 841 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

_____________________________________________________________________________________

X
1764, 1
X
1800, 0
1581, 0
X
1404, 1
X
N/A
05/26/2026
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California MUTCD 2014 Edition Page 842 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

_____________________________________________________________________________________

X
1764, 1
N/A
05/26/2026
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California MUTCD 2014 Edition Page 847 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

375
X
X
X
X
X
X
N/A
05/26/2026
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California MUTCD 2014 Edition Page 848 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

N/A
05/26/2026
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California MUTCD 2014 Edition Page 846 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

Data Not
Available
N/A
05/26/2026
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California MUTCD 2014 Edition Page 841 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

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California MUTCD 2014 Edition Page 842 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

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California MUTCD 2014 Edition Page 847 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

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California MUTCD 2014 Edition Page 844 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

Bobier Drive
Bobier Elementary School East Lot Driveway
44 MPH
X
2026 Opening Year Conditions
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California MUTCD 2014 Edition Page 839 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

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California MUTCD 2014 Edition Page 840 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

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California MUTCD 2014 Edition Page 848 (FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)

Chapter 4C – Traffic Control Signal Needs Studies November 7, 2014 Part 4 – Highway Traffic Signals

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Traffic Analysis Report 24

W. Bobier Drive Traffic Analysis

Appendix C

Signal Timing Worksheet
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1/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Intersection: N Santa Fe Ave @ Bobier Dr
Controller: 20
Date/Time: Wed Jun 07 2023 20:20:49 GMT+0000 (Coordinated Universal Time) Device Database: f1417345-5a35-4794-8579-be8037e74d13
Table: Unit Parameters
Extended Mode StartUp Flash Auto Ped Clear Red Revert Backup Time Startup Clearance Hold Time Green Flash Frequency Yellow Flash Frequency Manual Control Sequence Disable Disable 5.0 600 60 60 14
Table: Unit Parameters Continued
Manual Control Enable Start Yellow Override Start Red Override Free Sequence All Red Flash Exit Time Local Flash through CVM 3-Phase Diamond Seq 4-Pase Diamond Seq Separate Diamond Seq Master By TOD Enable 14 5 Disable Disable
Table: Phase Timing Plans [Timing Plan: 1]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Walk 7 7 7 7
Ped Clear 30 27 30 27
Min Green 5 10 5 7 5 10 5 7 0 0 0 0 0 0 0 0 0 0 0 0
Passage 2.0 2.5 2.0 2.5 2.0 2.5 2.0 2.5
Max 1 20 30 20 25 30 30 20 25 0 0 0 0 0 0 0 0 0 0 0 0
Max 2 30 30 30 30
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Yellow Change 4.1 4.4 4.1 4.4
Red Clear 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Table: Phase Timing Plans [Timing Plan: 1] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Walk
Ped Clear
Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Passage
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 2
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Yellow Change
Red Clear
Table: Phase Timing Plans [Timing Plan: 2]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 2] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 3]
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2/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 3] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 4]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 4] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 5]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 5] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 6]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 6] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 7]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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3/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 7] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 8]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 8] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 9]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 9] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 10]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 10] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 11]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 11] Continued
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4/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 12]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 12] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 13]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 13] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 14]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 14] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 15]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 15] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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5/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 16]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 16] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 17]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 17] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 18]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 18] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 19]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 19] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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6/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Table: Phase Timing Plans [Timing Plan: 20]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 20] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 21]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 21] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 22]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 22] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 23]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 23] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 24]
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7/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 24] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 25]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 25] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 26]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 26] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 27]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 27] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 28]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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8/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 28] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 29]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 29] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 30]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 30] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 31]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 31] Continued
Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 32]
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Timing Plans [Timing Plan: 32] Continued
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9/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Min Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Max 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Table: Phase Options Plans [Phase Plan: 1]
Phase 1 2 3 4 5 6 7 8
Enable
Auto Flash Entry
Auto Flash Exit
Non Actuated 1
Non Actuated 2
Non Lock Detector
Min Vehicle Recall
Max Vehicle Recall
Ped Recall
Soft Vehicle Recall
Dual Entry
Simultaneous Gap Disable
Guaranteed Passage
Actuated Rest in Walk
Conditional Service Enable
Add Initial Calculation
Ped Clear During Yellow
Ped Clear During Red Clear
Conditional Reservice
Yellow Change Min Override
No Startup Call
Advanced Warning
No Ped Startup Call
Ped Clear During OVTG
Flash Exit Veh Call
Flash Exit Ped Call
Min Green 2
Max Green 2
Max Green 3
Ped 2
Ped Clear During Pre Clear
Ped NA+ Mode
Red Rest
Serve Every Other Even
Serve Every Other Odd
Force Coord Ped Yield
Ped Recycle
Countdown
Simultaneous Start
Table: Phase Configuration
Phase Startup Ring Concurrency Phase Startup Min Description 1 Phase Not On 1 5,6 NB Left
2 Secondary Start 1 5,6 SB
3 Phase Not On 1 7,8 EB Left
4 YellowChange 1 7,8 WB
5 Phase Not On 2 1,2 SB Left
6 Secondary Start 2 1,2 NB
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10/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 7 Phase Not On 2 3,4 WB Left
8 YellowChange 2 3,4 EB
Table: Backup Through Red
Sequence Backup Through Red
1 No
2 No
3 No
4 No
5 No
6 No
7 No
8 No
9 No
10 No
11 No
12 No
13 No
14 No
15 No
16 No
17 No
18 No
19 No
20 No
Table: Sequence Parameters [Sequence: 1]
Ring Sequence Data
1 1,2,a,3,4,b
2 5,6,a,7,8,b
Table: Sequence Parameters [Sequence: 2]
Ring Sequence Data
1 1,2,a,3,4,b
2 5,6,a,7,8,b
Table: Sequence Parameters [Sequence: 3]
Ring Sequence Data
1 1,2,a,3,4,b
2 5,6,a,7,8,b
Table: Sequence Parameters [Sequence: 14]
Ring Sequence Data
1 1,2,a,3,4,b
2 5,6,a,7,8,b
Table: Global Vehicle Detector Parameters
Global No Activity Global Max Presence Global Erratic Count Global Failed Recall Det Reset Enable 20 Max Recall Disabled
Table: Vehicle Detector Plans [Plan: 1]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 05/26/2026
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11/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 1 1 I-1
2 2 I-2U
3 2 I-2L
4 2 I-3U
5 2 I-3L
6 2 I-4
7 3 I-5
8 4 I-6U
9 4 I-6L
10 4 I-7U
11 4 I-7L
12 4 I-8
13 1 I-9U
14 3 I-9L
15 5 J-1
16 6 J-2U
17 6 J-2L
18 6 J-3U
19 6 J-3L
20 6 J-4
21 7 J-5
22 8 J-6U
23 8 J-6L
24 8 J-7U
25 8 J-7L
26 8 J-8
27 5 J-9U
28 7 J-9L
Table: Vehicle Detector Plans [Plan: 2]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
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12/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Table: Vehicle Detector Plans [Plan: 3]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Plans [Plan: 4]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
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13/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Plans [Plan: 5]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Plans [Plan: 6]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
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14/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Plans [Plan: 7]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Plans [Plan: 8]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
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15/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Plans [Plan: 9]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Plans [Plan: 10]
Detector Call Phase Call Ped Call Overlap Additional Call Phases Switch Phase Delay Extend Queue Limit Extension Hold No Activity Max Presence Erratic Count Fail Time Failed Recall Failed Link Description 1 I-1
2 I-2U
3 I-2L
4 I-3U
5 I-3L
6 I-4
7 I-5
8 I-6U
9 I-6L
10 I-7U
11 I-7L
12 I-8
13 I-9U
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16/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 14 I-9L
15 J-1
16 J-2U
17 J-2L
18 J-3U
19 J-3L
20 J-4
21 J-5
22 J-6U
23 J-6L
24 J-7U
25 J-7L
26 J-8
27 J-9U
28 J-9L
Table: Vehicle Detector Options
Detector 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Volume Detector
Occupancy Detector
Yellow Lock Call
Red Lock Call
Extend
Added Initial
Queue
Call
Table: Vehicle Detector Options Continued
Detector 21 22 23 24 25 26 27 28
Volume Detector
Occupancy Detector
Yellow Lock Call
Red Lock Call
Extend
Added Initial
Queue
Call
Table: Data Collection Periods
Data Collection Period Number of Periods
1 Table: Global Pedestrian Detector Parameters
Global No Activity Global Max Presence Global Erratic Count 5 Table: Pedestrian Detectors [Plan: 1]
Detector Call Phase Call Overlap Additional Call Phases Cancel Phases Alt Time Ped Clear 2 Enable Time No Activity Max Presence Erratic Count 2 2
4 4
6 6
8 8
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17/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Table: Global Pri Pre Detector Parameters
Global No Activity Global Max Presence Global Erratic Count Table: Wavetronix Settings
Wavetronix
Number
Sensor

ID IP IP
Port
Serial
Port
Sensor
Type Push/Poll Poll
Rate
Response
Time Phases #
Errors auxWavetronixSensorStopBarOffset auxWavetronixSensorVehicleLifetime Model Type
Model
Param
One
Model
Param
Two
Speed
Threshold
Distance
Threshold
Projected
Speed
Threshold
1 None Pushed 50 10000 None 0.000 0.000 0.000
2 None Pushed 50 10000 None 0.000 0.000 0.000
3 None Pushed 50 10000 None 0.000 0.000 0.000
4 None Pushed 50 10000 None 0.000 0.000 0.000
5 None Pushed 50 10000 None 0.000 0.000 0.000
6 None Pushed 50 10000 None 0.000 0.000 0.000
7 None Pushed 50 10000 None 0.000 0.000 0.000
8 None Pushed 50 10000 None 0.000 0.000 0.000
9 None Pushed 50 10000 None 0.000 0.000 0.000
10 None Pushed 50 10000 None 0.000 0.000 0.000
11 None Pushed 50 10000 None 0.000 0.000 0.000
12 None Pushed 50 10000 None 0.000 0.000 0.000
13 None Pushed 50 10000 None 0.000 0.000 0.000
14 None Pushed 50 10000 None 0.000 0.000 0.000
15 None Pushed 50 10000 None 0.000 0.000 0.000
16 None Pushed 50 10000 None 0.000 0.000 0.000
Table: Standard Overlaps [Plan: 1]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Enabled Minus Green Yellow 1,8 8 Off EB Right
2 Enabled Minus Green Yellow 2,3 2 Off SB RIght
3 Enabled Minus Green Yellow 4,5 4 Off WB Right
4 Enabled Minus Green Yellow 6,7 6 Off NB Right
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
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Table: Standard Overlaps [Plan: 2]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Standard Overlaps [Plan: 3]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
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19/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Standard Overlaps [Plan: 4]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Standard Overlaps [Plan: 5]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
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9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Standard Overlaps [Plan: 6]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
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Table: Standard Overlaps [Plan: 7]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Standard Overlaps [Plan: 8]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
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21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Standard Overlaps [Plan: 9]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
8 Disabled Off Off
9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Standard Overlaps [Plan: 10]
Overlap Enabled Type Included Phases Modifier Phases Negative Phases Trail Green Trail Yellow Trail Red Walk Ped Clear Delay Flash Description 1 Disabled Off Off
2 Disabled Off Off
3 Disabled Off Off
4 Disabled Off Off
5 Disabled Off Off
6 Disabled Off Off
7 Disabled Off Off
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9 Disabled Off Off
10 Disabled Off Off
11 Disabled Off Off
12 Disabled Off Off
13 Disabled Off Off
14 Disabled Off Off
15 Disabled Off Off
16 Disabled Off Off
17 Disabled Off Off
18 Disabled Off Off
19 Disabled Off Off
20 Disabled Off Off
21 Disabled Off Off
22 Disabled Off Off
23 Disabled Off Off
24 Disabled Off Off
25 Disabled Off Off
26 Disabled Off Off
27 Disabled Off Off
28 Disabled Off Off
29 Disabled Off Off
30 Disabled Off Off
31 Disabled Off Off
32 Disabled Off Off
Table: Additional Overlap Parameters [Plan: 1]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
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Table: Additional Overlap Parameters [Plan: 2]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 3]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
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25/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 4]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 5]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
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26/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 6]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
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27/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 7]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 8]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
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28/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 9]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Additional Overlap Parameters [Plan: 10]
Overlap Modifier
Overlaps
Inhibit Negative
Phases
Negative
Overlaps
Green Omit
Phases
Negative
Peds
Call Phs on
Neg Ped
Neg Ped
Overlaps
Green Supress
Phases
Call
Phases
Alt
Walk
Alt Ped
Clear
Min
Green
Green
Ext
Red
Revert
Flash
Inactive
Flash
Alt
Walk
Rest
LRT
PTG
FYA Ped
Delay
1 Off Off Off
2 Off Off Off
3 Off Off Off
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29/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 4 Off Off Off
5 Off Off Off
6 Off Off Off
7 Off Off Off
8 Off Off Off
9 Off Off Off
10 Off Off Off
11 Off Off Off
12 Off Off Off
13 Off Off Off
14 Off Off Off
15 Off Off Off
16 Off Off Off
17 Off Off Off
18 Off Off Off
19 Off Off Off
20 Off Off Off
21 Off Off Off
22 Off Off Off
23 Off Off Off
24 Off Off Off
25 Off Off Off
26 Off Off Off
27 Off Off Off
28 Off Off Off
29 Off Off Off
30 Off Off Off
31 Off Off Off
32 Off Off Off
Table: Coordination Parameters
Operational Mode Coordination Mode Max Mode Force Mode Correction Mode Max Cyc Limit %% Min Cyc Limit %% Max Dwell Transition Ped Mode Manual Free Full Permissive Per Pattern Floating Shortway (Auto) 25 25 Pattern Table: Schedule
Schedule Enabled J F M A M J J A S O N D S M T W T F S
1 Enabled
2 Enabled
3 Disabled
4 Disabled
5 Disabled
6 Disabled
7 Disabled
8 Disabled
9 Disabled
10 Disabled
11 Disabled
12 Disabled
13 Disabled
14 Disabled
15 Disabled
16 Disabled
17 Disabled
18 Disabled
19 Disabled
20 Disabled
21 Disabled
22 Disabled
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30/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 23 Disabled
24 Disabled
25 Disabled
26 Disabled
27 Disabled
28 Disabled
29 Disabled
30 Disabled
31 Disabled
32 Disabled
33 Disabled
34 Disabled
35 Disabled
36 Disabled
37 Disabled
38 Disabled
39 Disabled
40 Disabled
41 Disabled
42 Disabled
43 Disabled
44 Disabled
45 Disabled
46 Disabled
47 Disabled
48 Disabled
49 Disabled
50 Disabled
51 Disabled
52 Disabled
53 Disabled
54 Disabled
55 Disabled
56 Disabled
57 Disabled
58 Disabled
59 Disabled
60 Disabled
61 Disabled
62 Disabled
63 Disabled
64 Disabled
65 Disabled
66 Disabled
67 Disabled
68 Disabled
69 Disabled
70 Disabled
71 Disabled
72 Disabled
73 Disabled
74 Disabled
75 Disabled
76 Disabled
77 Disabled
78 Disabled
79 Disabled
80 Disabled
81 Disabled
82 Disabled
83 Disabled
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31/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 84 Disabled
85 Disabled
86 Disabled
87 Disabled
88 Disabled
89 Disabled
90 Disabled
91 Disabled
92 Disabled
93 Disabled
94 Disabled
95 Disabled
96 Disabled
97 Disabled
98 Disabled
99 Disabled
100 Disabled
Table: Schedule Continued
Schedule 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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 05/26/2026
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32/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
70 71
72 73
74 75
76 77
78 79
80 81
82 83
84 85
86 87
88 89
90 91
92 93
94 95
96 97
98 99
100
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33/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Table: Schedule Continued
Schedule 22 23 24 25 26 27 28 29 30 31 Day Plan Description 1 1 Weekday
2 2 Weekend
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
45 46
47 48
49 50
51 52
53 54
55 56
57 05/26/2026
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34/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 58 59
60 61
62 63
64 65
66 67
68 69
70 71
72 73
74 75
76 77
78 79
80 81
82 83
84 85
86 87
88 89
90 91
92 93
94 95
96 97
98 99
100
Table: Day Plan Events [Day Plan: 1]
Event Hour Minute Action Description
1 7 15 10 MAX2 3,4,7,8
2 8 35 14 Free
3 14 25 12 MAX2 ph7
4 14 45 11 MAX2 ph3
5 15 14 Free
Table: Action Parameters
Action Pattern 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 Pattern 1
2 Pattern 2
3 Pattern 3
4 Pattern 4
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35/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 5 Pattern 5
6 Pattern 6
7 Pattern 7
8 Pattern 8
9 Pattern 9
10 Free
11 Free
12 Free
14 Free
64 Free
Table: Action Commands [Action: 10]
Cmd Command Indexes
1 Phase Max 2 3,4,7,8
Table: Action Commands [Action: 11]
Cmd Command Indexes
1 Phase Max 2 3
Table: Action Commands [Action: 12]
Cmd Command Indexes
1 Phase Max 2 7
Table: Preempt Phasing
Preempt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Enabled Enabled Disabled Enabled Enabled Enabled Enabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Type Rail Road Rail
Road
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Emergency
Veh
Description BBS Low
Battery
Dwell
Phase 2,5 4,7 1,6 3,8
Table: Preempt Timings
Preempt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Max Presence 255 255 255 255
Max Presence
Action Terminate Terminate All Red Flash All Red Flash All Red Flash All Red Flash Terminate Terminate Terminate Terminate Terminate Terminate Terminate Terminate Terminate Terminate Enter Yellow
Change 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Enter Red Clear 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Enter Ped Clear 255 255 255 255 255 255 255 255 255 255 255 255 255 255 Track Yellow
Change 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Track Red Clear 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Track 2 Yellow 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Track 2 Red 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Dwell Green 5 5 5 5
Exit Ped Clear 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 Exit Yellow Change 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Exit Red Clear 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 25.5 Exit Type Exit
Phases
Exit
Phases
First Phase
Skipped
First Phase
Skipped
First Phase
Skipped
First Phase
Skipped
Exit
Phases
Exit
Phases
Exit
Phases
Exit
Phases
Exit
Phases
Exit
Phases Exit Phases Exit Phases Exit Phases Exit Phases
Exit Max Mode Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Table: Preempt Options
Preempt 3 4 5 6
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36/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Non Locking Memory
Not Override Flash
Not Override Next Preempt
Flash Dwell
Ped Recycle in Dwell Cycle
Table: Preempt Additional Options
Preempt 1
Immediate Ped Clear
Dwell Only Status Output
All Red Flash Dwell
Allow All Overlaps
Require All Red Entry
Require Gate Down Track Exit
Require Gate Up Dwell Exit
Use Normal On/Normal Off Input
Table: Phase Intervals
Interval Description Red Yellow Green Type
1 Not Active On Off Off Red
2 Delay Green On Off Off Red
3 Pre Green Off Off On Green
4 Min Green Off Off On Green
5 Green Extension Off Off On Green
6 Green Dwell Off Off On Green
7 Pre Clear Off Off On Green
8 Yellow Change Off On Off Yellow
9 Red Clear On Off Off Red
10 Red Dwell On Off Off Red
11 Barrier On Off Off Red
12 Pre Clear2 Off Off Off Not Def.

Table: Pedestrian Intervals
Interval Description Dont Walk Clearance Walk Type
1 Not Active On Off Off Dont Walk
2 Delay Ped On Off Off Dont Walk
3 Walk Off Off On Walk
4 Walk Dwell Off Off On Walk
5 Flash Don't Walk Flash On Off Ped Clear
6 Don't Walk On Off Off Dont Walk
Table: Prioritor Configuration
Enabled Lock Out Time PRS Time to Live
Inactive 300
Table: Prioritor Phase Settings
Prioritor Enabled Priority Priority Phases Skippable Phases Skip Ped Delay Time Arrival Time Max Presence Reservice Lockout Free Min Green Free Max Green Veh Flush Time Max Flush Time Description 1 Disabled Min Green Max Green
2 Disabled Min Green Max Green
3 Disabled 2 120 Min Green Max Green
4 Disabled 4 120 Min Green Max Green
5 Disabled 6 120 Min Green Max Green
6 Disabled 8 120 Min Green Max Green
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37/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 7 Disabled Min Green Max Green
8 Disabled Min Green Max Green
9 Disabled Min Green Max Green
10 Disabled Min Green Max Green
11 Disabled Min Green Max Green
12 Disabled Min Green Max Green
13 Disabled Min Green Max Green
14 Disabled Min Green Max Green
15 Disabled Min Green Max Green
16 Disabled Min Green Max Green
Table: Prioritor Options
PriorNum 3 4 5 6
Lockout After First Service
Presence Only Check-in
Extend Walk Rest
Use Phase History
Table: PRS Reservice Times
Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Table: MaxViewUserProgramDescriptionGrid
Program Enabled Description
1 Enabled
2 Disabled
3 Disabled
4 Disabled
5 Disabled
6 Disabled
7 Disabled
8 Disabled
9 Disabled
10 Disabled
11 Disabled
12 Disabled
13 Disabled
14 Disabled
15 Disabled
16 Disabled
17 Disabled
18 Disabled
19 Disabled
20 Disabled
21 Disabled
22 Disabled
23 Disabled
24 Disabled
25 Disabled
26 Disabled
27 Disabled
28 Disabled
29 Disabled
30 Disabled
31 Disabled
32 Disabled
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38/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Table: Program 1: Main, Other Programs: Sub Routines [Program: 1] Statement Result Value Result Index Operation Parameter A Index Parameter B Index Delay Extension Description 1 Unit Stop Time 1 Result=A Aux Switch State AUX switch stop time Table: Signatures
Plan Detectors Vol On (vph) Vol Off (vph) Mult Det Occupancy On Occupancy Off Det On Limit 1 Average
2 Average
3 Average
4 Average
5 Average
6 Average
7 Average
8 Average
Table: Unit Information
Controller ID Main Street Side Street Agency Database Description 20 Santa Fe Bobier City of Vista Vista_332-Default
Table: Version Information
Module No. Version Make Model
1 2.3.0 Intelight MaxTime
2 Buildroot ATC - 2015.05.152 Intelight Linux
Table: Local Database Info
Database Name Current Status Database to Load Last User Backup Name Database Load Mode USB Database Backup Max Database Changes N Santa Fe @ Bobier Database Loaded None N Santa Fe @ Bobier Require All Red Disabled 50 Table: Ethernet
Adapter IP Address Subnet Mask Gateway ARP Request Mode Nameserver 1 10.9.12.130 255.255.255.0 10.9.12.1 Disable Static 0.0.0.0 2 10.20.70.51 255.255.255.0 0.0.0.0 Disable Static 0.0.0.0 Table: WiFi
SSID Encryption Password Mode
IntelightATC1 WPA intelight DHCP Server AP
Table: DHCP Server
Address Subnet Start End
192.168.0.1 255.255.255.0 192.168.0.200 192.168.0.254
Table: Serial Port Settings
Port Description Function Drop Address Speed Data Bits Stop Bits Parity Flow Control CTS Delay RTS Extension Chomp Echo 1 PORT 2/C21S None 1 9600 8 1 None None Off
2 AUX_P3/C22S None 1 9600 8 1 None None Off
3 PORT 1 None 1 9600 8 1 None None Off
4 COMA/C50S None 1 9600 8 1 None None Off
5 FIELD_IO None 1 9600 8 1 None None Off
6 DISPLAY/C60M None 1 9600 8 1 None None Off
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39/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 7 SP7 None 1 9600 8 1 None None Off
8 SP8 None 1 9600 8 1 None None Off
9 NEMA X3 Port 2 None 1 9600 8 1 None None Off
10 NEMA X3 Aux None 1 9600 8 1 None None Off
Table: NTCIP Settings
Administrator Community Name NTCIP Enable UDP Port TCP Port Administrator Enable 161
Table: Extra Community Names
# Community Name Access Level
1 public Read-Write
2 public Read-Write
3 public Read-Write
4 public Read-Write
5 public Read-Write
6 public Read-Write
7 public Read-Write
8 public Read-Write
9 public Read-Write
10 public Read-Write
Table: SNMP In Statistics
In Pkts Out Pkts In Bad Versions In Bad Community Names In Bad Community Uses In ASN Parse Errors In Too Bigs In No Such Names In Bad Values 482311 482170 119 18 4
Table: SNMP In Statistics Continued
In Read Onlys In Gen Errs In Total Req Vars In Total Set Vars In Get Requests In Get Nexts In Set Requests In Get Responses In Traps 1468895 25449 456721
Table: SNMP Out Statistics
Out Too Bigs Out No Such Names Out Bad Values Out Gen Errs Out Get Requests Out Get Nexts Out Set Requests Out Get Responses Out Traps 70398 482170
Table: MaxView Statistics
Set Request Count Get Request Count Secs Since Last Time Sync 12954 12641812 33298244
Table: Hostname
Protocol Hostname

HTTP ATC
Table: MaxViewEDIMMUServerGrid
Server Ip Port
Table: MaxViewMetroCSPGrid
Address Code City Code Headway Threshold Server Address Server Port 05/26/2026
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40/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Table: Network Status
Interface Name IPv4
1 eth0 10.9.12.130/​
2 eth1 10.20.70.51/​
3 lo 127.0.0.1/​
Table: Ping
Num Action Host Status Time MS
1 None Unknown
2 None Unknown
3 None Unknown
4 None Unknown
Table: Time Zone and Daylight Saving
Time Zone Daylight Saving
GMT-8 PST Enable US DST
Table: Daylight Saving Custom Settings
Begin Month Begin Sunday Week End Month End Sunday Week March Second November First
Table: Time Source
Time Source Control Time Source Status Time Source Sync NTP NTP Synchronized
Table: Clock Input
Clock Input Reset Hour Clock Input Reset Min
2 Table: Sync Reference Time
Sync Ref Hour Sync Ref Minute Sync Ref Second
0 0 0
Table: MaxViewEventLogGrid_2
Log Number Description
1 08/25/22 18:20:07 On Line: Exit Preempt 6
2 08/25/22 18:20:02 Preempt Input 6 off
3 08/25/22 18:20:01 Pri High Low 6 off
4 08/25/22 18:19:39 Preempt Input 6 on
5 08/25/22 18:19:39 Preempt 6 Active
6 08/25/22 18:19:38 Pri High Low 6 on
7 08/25/22 16:48:34 System clock updated
8 08/25/22 16:48:30 System clock updated
9 08/25/22 16:48:22 System clock updated
10 08/25/22 16:48:16 System clock updated
11 08/25/22 16:48:18 System clock updated
12 08/25/22 16:48:10 System clock updated
13 08/25/22 06:57:20 On Line: Exit Preempt 4
14 08/25/22 06:56:47 Preempt Input 4 off
15 08/25/22 06:56:46 Pri High Low 4 off
16 08/25/22 06:56:38 Preempt Input 4 on
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41/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 17 08/25/22 06:56:38 Preempt 4 Active
18 08/25/22 06:56:37 Pri High Low 4 on
19 08/24/22 23:33:51 System clock updated
20 08/24/22 23:33:44 System clock updated
21 08/24/22 23:33:45 System clock updated
22 08/24/22 23:33:42 System clock updated
23 08/24/22 23:32:47 System clock updated
24 08/24/22 23:32:39 System clock updated
25 08/24/22 17:33:28 On Line: Exit Preempt 4
26 08/24/22 17:33:24 Preempt Input 4 off
27 08/24/22 17:33:23 Pri High Low 4 off
28 08/24/22 17:32:51 Preempt Input 4 on
29 08/24/22 17:32:51 Preempt 4 Active
30 08/24/22 17:32:51 Pri High Low 4 on
31 08/24/22 14:23:24 On Line: Exit Preempt 3
32 08/24/22 14:23:19 Preempt Input 3 off
33 08/24/22 14:23:18 Pri High Low 3 off
34 08/24/22 14:23:07 Preempt Input 3 on
35 08/24/22 14:23:07 Preempt 3 Active
36 08/24/22 14:23:06 Pri High Low 3 on
37 08/24/22 12:32:02 Preempt Input 4 off
38 08/24/22 12:32:02 On Line: Exit Preempt 4
39 08/24/22 12:32:01 Pri High Low 4 off
40 08/24/22 12:31:39 Preempt Input 4 on
41 08/24/22 12:31:39 Preempt 4 Active
42 08/24/22 12:31:38 Pri High Low 4 on
43 08/24/22 12:14:04 Preempt Input 4 off
44 08/24/22 12:14:04 On Line: Exit Preempt 4
45 08/24/22 12:14:03 Pri High Low 4 off
46 08/24/22 12:13:48 Preempt Input 4 on
47 08/24/22 12:13:48 Preempt 4 Active
48 08/24/22 12:13:47 Pri High Low 4 on
49 08/23/22 14:00:04 On Line: Exit Preempt 3
50 08/23/22 13:59:59 Preempt Input 3 off
51 08/23/22 13:59:58 Pri High Low 3 off
52 08/23/22 13:59:35 Preempt Input 3 on
53 08/23/22 13:59:35 Preempt 3 Active
54 08/23/22 13:59:34 Pri High Low 3 on
55 08/22/22 19:10:49 Veh Detector 1 online
56 08/22/22 19:02:38 Veh Detector 1 failed
57 08/22/22 15:00:07 On Line: Exit Preempt 6
58 08/22/22 14:59:41 Preempt Input 6 off
59 08/22/22 14:59:40 Pri High Low 6 off
60 08/22/22 14:59:21 Preempt Input 6 on
61 08/22/22 14:59:21 Preempt 6 Active
62 08/22/22 14:59:21 Pri High Low 6 on
63 08/22/22 14:22:56 Preempt Input 6 off
64 08/22/22 14:22:56 On Line: Exit Preempt 6
65 08/22/22 14:22:55 Pri High Low 6 off
66 08/22/22 14:22:37 Preempt Input 6 on
67 08/22/22 14:22:37 Preempt 6 Active
68 08/22/22 14:22:37 Pri High Low 6 on
69 08/22/22 12:16:48 On Line: Exit Preempt 4
70 08/22/22 12:16:42 Preempt Input 6 off
71 08/22/22 12:16:41 Pri High Low 6 off
72 08/22/22 12:16:35 Preempt Input 6 on
73 08/22/22 12:16:35 Preempt Input 4 off
74 08/22/22 12:16:34 Pri High Low 6 on
75 08/22/22 12:16:34 Pri High Low 4 off
76 08/22/22 12:16:32 Preempt 4 Active
77 08/22/22 12:16:32 Preempt Input 5 off
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42/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 78 08/22/22 12:16:32 On Line: Exit Preempt 5
79 08/22/22 12:16:31 Pri High Low 5 off
80 08/22/22 12:16:28 Preempt Input 4 on
81 08/22/22 12:16:27 Pri High Low 4 on
82 08/22/22 12:16:04 Preempt Input 5 on
83 08/22/22 12:16:04 Preempt 5 Active
84 08/22/22 12:16:03 Pri High Low 5 on
85 08/22/22 11:27:03 On Line: Exit Preempt 4
86 08/22/22 11:26:48 Preempt Input 4 off
87 08/22/22 11:26:47 Pri High Low 4 off
88 08/22/22 11:26:37 Preempt Input 4 on
89 08/22/22 11:26:37 Preempt 4 Active
90 08/22/22 11:26:36 Pri High Low 4 on
91 08/22/22 11:17:27 On Line: Exit Preempt 4
92 08/22/22 11:17:07 Preempt Input 4 off
93 08/22/22 11:17:06 Pri High Low 4 off
94 08/22/22 11:16:41 Preempt Input 4 on
95 08/22/22 11:16:41 Preempt 4 Active
96 08/22/22 11:16:40 Pri High Low 4 on
97 08/22/22 10:00:21 On Line: Exit Preempt 6
98 08/22/22 10:00:15 Preempt Input 6 off
99 08/22/22 10:00:14 Pri High Low 6 off
100 08/22/22 09:59:55 Preempt Input 6 on
101 08/22/22 09:59:55 Preempt 6 Active
102 08/22/22 09:59:54 Pri High Low 6 on
103 08/22/22 06:52:37 On Line: Exit Preempt 4
104 08/22/22 06:52:37 Preempt Input 4 off
105 08/22/22 06:52:35 Pri High Low 4 off
106 08/22/22 06:52:27 Preempt Input 4 on
107 08/22/22 06:52:27 Preempt 4 Active
108 08/22/22 06:52:26 Pri High Low 4 on
109 08/21/22 10:37:33 On Line: Exit Preempt 6
110 08/21/22 10:37:29 Preempt Input 4 off
111 08/21/22 10:37:28 Pri High Low 4 off
112 08/21/22 10:37:24 Preempt Input 4 on
113 08/21/22 10:37:24 Preempt Input 6 off
114 08/21/22 10:37:23 Pri High Low 4 on
115 08/21/22 10:37:23 Pri High Low 6 off
116 08/21/22 10:36:54 Preempt Input 6 on
117 08/21/22 10:36:54 Preempt 6 Active
118 08/21/22 10:36:54 Pri High Low 6 on
119 08/20/22 00:08:35 Preempt Input 3 off
120 08/20/22 00:08:35 On Line: Exit Preempt 3
121 08/20/22 00:08:34 Pri High Low 3 off
122 08/20/22 00:08:24 Preempt 3 Active
123 08/20/22 00:08:24 Preempt Input 3 on
124 08/20/22 00:08:24 On Line: Exit Preempt 5
125 08/20/22 00:08:23 Pri High Low 3 on
126 08/20/22 00:08:23 Preempt Input 5 off
127 08/20/22 00:08:22 Pri High Low 5 off
128 08/20/22 00:07:53 Preempt Input 5 on
129 08/20/22 00:07:53 Preempt 5 Active
130 08/20/22 00:07:52 Pri High Low 5 on
131 08/19/22 19:01:07 On Line: Exit Preempt 4
132 08/19/22 19:01:02 Preempt Input 4 off
133 08/19/22 19:01:00 Pri High Low 4 off
134 08/19/22 19:00:37 Preempt Input 4 on
135 08/19/22 19:00:37 Preempt 4 Active
136 08/19/22 19:00:37 Pri High Low 4 on
137 08/19/22 18:54:28 On Line: Exit Preempt 4
138 08/19/22 18:54:00 Preempt Input 4 off
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43/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 139 08/19/22 18:53:59 Pri High Low 4 off
140 08/19/22 18:53:44 Preempt Input 4 on
141 08/19/22 18:53:44 Preempt 4 Active
142 08/19/22 18:53:44 Pri High Low 4 on
143 08/19/22 18:33:13 On Line: Exit Preempt 6
144 08/19/22 18:33:08 Preempt Input 6 off
145 08/19/22 18:33:06 Pri High Low 6 off
146 08/19/22 18:32:51 Preempt Input 6 on
147 08/19/22 18:32:51 Preempt 6 Active
148 08/19/22 18:32:51 Pri High Low 6 on
149 08/19/22 18:31:07 On Line: Exit Preempt 5
150 08/19/22 18:31:05 Preempt Input 5 off
151 08/19/22 18:31:04 Pri High Low 5 off
152 08/19/22 18:30:29 Preempt Input 5 on
153 08/19/22 18:30:29 Preempt 5 Active
154 08/19/22 18:30:28 Pri High Low 5 on
155 08/19/22 18:29:37 On Line: Exit Preempt 5
156 08/19/22 18:29:32 Preempt Input 5 off
157 08/19/22 18:29:31 Pri High Low 5 off
158 08/19/22 18:29:12 Preempt Input 5 on
159 08/19/22 18:29:11 Pri High Low 5 on
160 08/19/22 18:29:03 On Line: Exit Preempt 3
161 08/19/22 18:28:53 Preempt Input 4 off
162 08/19/22 18:28:52 Pri High Low 4 off
163 08/19/22 18:28:48 Preempt Input 4 on
164 08/19/22 18:28:47 Pri High Low 4 on
165 08/19/22 18:28:46 Preempt Input 3 off
166 08/19/22 18:28:45 Pri High Low 3 off
167 08/19/22 18:28:26 Preempt Input 3 on
168 08/19/22 18:28:26 Preempt 3 Active
169 08/19/22 18:28:26 Pri High Low 3 on
170 08/19/22 17:34:56 On Line: Exit Preempt 4
171 08/19/22 17:34:51 Preempt Input 4 off
172 08/19/22 17:34:50 Pri High Low 4 off
173 08/19/22 17:34:24 Preempt Input 4 on
174 08/19/22 17:34:24 Preempt 4 Active
175 08/19/22 17:34:24 Pri High Low 4 on
176 08/19/22 17:22:38 On Line: Exit Preempt 6
177 08/19/22 17:22:32 Preempt Input 6 off
178 08/19/22 17:22:31 Pri High Low 6 off
179 08/19/22 17:22:09 Preempt Input 6 on
180 08/19/22 17:22:09 Preempt 6 Active
181 08/19/22 17:22:08 Pri High Low 6 on
182 08/19/22 17:20:46 On Line: Exit Preempt 6
183 08/19/22 17:20:41 Preempt Input 6 off
184 08/19/22 17:20:40 Pri High Low 6 off
185 08/19/22 17:20:24 Preempt Input 6 on
186 08/19/22 17:20:24 Preempt 6 Active
187 08/19/22 17:20:23 Pri High Low 6 on
188 08/19/22 17:17:03 On Line: Exit Preempt 6
189 08/19/22 17:16:46 Preempt Input 6 off
190 08/19/22 17:16:45 Pri High Low 6 off
191 08/19/22 17:16:21 Preempt Input 6 on
192 08/19/22 17:16:21 Preempt 6 Active
193 08/19/22 17:16:21 Pri High Low 6 on
194 08/19/22 11:38:14 On Line: Exit Preempt 3
195 08/19/22 11:38:09 Preempt Input 3 off
196 08/19/22 11:38:08 Pri High Low 3 off
197 08/19/22 11:37:54 Preempt Input 3 on
198 08/19/22 11:37:54 Preempt 3 Active
199 08/19/22 11:37:54 Pri High Low 3 on
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44/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 200 08/19/22 10:31:44 On Line: Exit Preempt 6
201 08/19/22 10:31:39 Preempt Input 6 off
202 08/19/22 10:31:37 Pri High Low 6 off
203 08/19/22 10:31:24 Preempt Input 6 on
204 08/19/22 10:31:24 Preempt 6 Active
205 08/19/22 10:31:23 Pri High Low 6 on
206 08/19/22 08:13:04 On Line: Exit Preempt 4
207 08/19/22 08:12:58 Preempt Input 4 off
208 08/19/22 08:12:57 Pri High Low 4 off
209 08/19/22 08:12:06 Preempt Input 4 on
210 08/19/22 08:12:06 Preempt 4 Active
211 08/19/22 08:12:06 Pri High Low 4 on
212 08/19/22 06:38:22 On Line: Exit Preempt 5
213 08/19/22 06:38:17 Preempt Input 5 off
214 08/19/22 06:38:16 Pri High Low 5 off
215 08/19/22 06:37:48 Preempt 5 Active
216 08/19/22 06:37:48 Preempt Input 5 on
217 08/19/22 06:37:48 On Line: Exit Preempt 5
218 08/19/22 06:37:48 Pri High Low 5 on
219 08/19/22 06:37:44 Preempt Input 5 off
220 08/19/22 06:37:42 Pri High Low 5 off
221 08/19/22 06:37:20 Preempt Input 5 on
222 08/19/22 06:37:20 Preempt 5 Active
223 08/19/22 06:37:19 Pri High Low 5 on
224 08/18/22 15:31:08 On Line: Exit Preempt 4
225 08/18/22 15:31:04 Preempt Input 4 off
226 08/18/22 15:31:03 Pri High Low 4 off
227 08/18/22 15:30:58 Preempt 4 Active
228 08/18/22 15:30:58 Preempt Input 4 on
229 08/18/22 15:30:58 On Line: Exit Preempt 3
230 08/18/22 15:30:58 Preempt Input 3 off
231 08/18/22 15:30:57 Pri High Low 4 on
232 08/18/22 15:30:57 Pri High Low 3 off
233 08/18/22 15:30:46 Preempt 3 Active
234 08/18/22 15:30:46 On Line: Exit Preempt 4
235 08/18/22 15:30:41 Preempt Input 4 off
236 08/18/22 15:30:39 Pri High Low 4 off
237 08/18/22 15:30:39 Preempt Input 3 on
238 08/18/22 15:30:38 Pri High Low 3 on
239 08/18/22 15:30:36 Preempt 4 Active
240 08/18/22 15:30:36 Preempt Input 3 off
241 08/18/22 15:30:36 On Line: Exit Preempt 3
242 08/18/22 15:30:35 Pri High Low 3 off
243 08/18/22 15:30:33 Preempt Input 4 on
244 08/18/22 15:30:32 Pri High Low 4 on
245 08/18/22 15:30:10 Preempt Input 3 on
246 08/18/22 15:30:10 Preempt 3 Active
247 08/18/22 15:30:10 Pri High Low 3 on
248 08/18/22 15:11:40 On Line: Exit Preempt 3
249 08/18/22 15:11:34 Preempt Input 3 off
250 08/18/22 15:11:33 Pri High Low 3 off
251 08/18/22 15:11:22 Preempt 3 Active
252 08/18/22 15:11:22 Preempt Input 3 on
253 08/18/22 15:11:22 On Line: Exit Preempt 4
254 08/18/22 15:11:22 Pri High Low 3 on
255 08/18/22 15:11:21 Preempt Input 4 off
256 08/18/22 15:11:20 Pri High Low 4 off
257 08/18/22 15:10:52 Preempt Input 4 on
258 08/18/22 15:10:52 Preempt 4 Active
259 08/18/22 15:10:51 Pri High Low 4 on
260 08/18/22 00:29:59 On Line: Exit Preempt 3
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45/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 261 08/18/22 00:29:54 Preempt Input 3 off
262 08/18/22 00:29:53 Pri High Low 3 off
263 08/18/22 00:29:42 Preempt Input 3 on
264 08/18/22 00:29:42 Preempt 3 Active
265 08/18/22 00:29:42 Pri High Low 3 on
266 08/17/22 14:05:18 On Line: Exit Preempt 5
267 08/17/22 14:04:53 Preempt Input 5 off
268 08/17/22 14:04:52 Pri High Low 5 off
269 08/17/22 14:04:48 Preempt Input 5 on
270 08/17/22 14:04:48 Preempt 5 Active
271 08/17/22 14:04:47 Pri High Low 5 on
272 08/17/22 09:33:00 On Line: Exit Preempt 6
273 08/17/22 09:32:46 Preempt Input 6 off
274 08/17/22 09:32:45 Pri High Low 6 off
275 08/17/22 09:32:24 Preempt Input 6 on
276 08/17/22 09:32:24 Preempt 6 Active
277 08/17/22 09:32:23 Pri High Low 6 on
278 08/17/22 09:27:45 On Line: Exit Preempt 4
279 08/17/22 09:27:40 Preempt Input 4 off
280 08/17/22 09:27:39 Pri High Low 4 off
281 08/17/22 09:27:28 Preempt Input 4 on
282 08/17/22 09:27:28 Preempt 4 Active
283 08/17/22 09:27:27 Pri High Low 4 on
284 08/17/22 06:01:44 On Line: Exit Preempt 6
285 08/17/22 06:01:39 Preempt Input 6 off
286 08/17/22 06:01:38 Pri High Low 6 off
287 08/17/22 06:01:24 Preempt Input 6 on
288 08/17/22 06:01:24 Preempt 6 Active
289 08/17/22 06:01:24 Pri High Low 6 on
290 08/17/22 05:15:19 Preempt Input 3 off
291 08/17/22 05:15:19 On Line: Exit Preempt 3
292 08/17/22 05:15:18 Pri High Low 3 off
293 08/17/22 05:15:04 Preempt Input 3 on
294 08/17/22 05:15:04 Preempt 3 Active
295 08/17/22 05:15:04 Pri High Low 3 on
296 08/17/22 01:21:48 Veh Detector 1 online
297 08/17/22 00:47:37 Veh Detector 1 failed
298 08/16/22 18:37:34 On Line: Exit Preempt 3
299 08/16/22 18:37:29 Preempt Input 3 off
300 08/16/22 18:37:28 Pri High Low 3 off
301 08/16/22 18:37:11 Preempt Input 3 on
302 08/16/22 18:37:11 Preempt 3 Active
303 08/16/22 18:37:11 Pri High Low 3 on
304 08/16/22 16:46:29 Veh Detector 21 online
305 08/16/22 16:15:20 Veh Detector 21 failed
306 08/16/22 15:01:58 Veh Detector 2 online
307 08/16/22 15:00:20 Veh Detector 2 failed
308 08/16/22 14:24:54 On Line: Exit Preempt 3
309 08/16/22 14:24:49 Preempt Input 3 off
310 08/16/22 14:24:48 Pri High Low 3 off
311 08/16/22 14:24:33 Preempt Input 3 on
312 08/16/22 14:24:33 Preempt 3 Active
313 08/16/22 14:24:32 Pri High Low 3 on
314 08/16/22 12:47:02 On Line: Exit Preempt 5
315 08/16/22 12:46:42 Preempt Input 4 off
316 08/16/22 12:46:42 Preempt Input 5 off
317 08/16/22 12:46:41 Pri High Low 4 off
318 08/16/22 12:46:41 Pri High Low 5 off
319 08/16/22 12:46:37 Preempt Input 4 on
320 08/16/22 12:46:36 Pri High Low 4 on
321 08/16/22 12:46:22 Preempt Input 5 on
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46/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 322 08/16/22 12:46:22 Preempt 5 Active
323 08/16/22 12:46:21 Pri High Low 5 on
324 08/16/22 09:01:36 On Line: Exit Preempt 5
325 08/16/22 09:01:30 Preempt Input 5 off
326 08/16/22 09:01:29 Pri High Low 5 off
327 08/16/22 09:00:59 Preempt Input 5 on
328 08/16/22 09:00:59 Preempt 5 Active
329 08/16/22 09:00:58 Pri High Low 5 on
330 08/15/22 22:03:43 On Line: Exit Preempt 5
331 08/15/22 22:03:33 Preempt Input 5 off
332 08/15/22 22:03:32 Pri High Low 5 off
333 08/15/22 22:03:27 Preempt Input 5 on
334 08/15/22 22:03:27 Preempt 5 Active
335 08/15/22 22:03:26 Pri High Low 5 on
336 08/15/22 21:03:23 On Line: Exit Preempt 6
337 08/15/22 21:03:18 Preempt Input 6 off
338 08/15/22 21:03:17 Pri High Low 6 off
339 08/15/22 21:03:05 Preempt Input 6 on
340 08/15/22 21:03:05 Preempt 6 Active
341 08/15/22 21:03:04 Pri High Low 6 on
342 08/15/22 20:48:50 Preempt Input 5 off
343 08/15/22 20:48:50 On Line: Exit Preempt 5
344 08/15/22 20:48:49 Pri High Low 5 off
345 08/15/22 20:48:04 Preempt Input 5 on
346 08/15/22 20:48:04 Preempt 5 Active
347 08/15/22 20:48:03 Pri High Low 5 on
348 08/15/22 20:46:49 On Line: Exit Preempt 6
349 08/15/22 20:46:28 Preempt Input 6 off
350 08/15/22 20:46:27 Pri High Low 6 off
351 08/15/22 20:46:16 Preempt Input 6 on
352 08/15/22 20:46:16 Preempt 6 Active
353 08/15/22 20:46:16 Pri High Low 6 on
354 08/15/22 20:41:12 On Line: Exit Preempt 6
355 08/15/22 20:41:08 Preempt Input 6 off
356 08/15/22 20:41:07 Pri High Low 6 off
357 08/15/22 20:40:31 Preempt Input 6 on
358 08/15/22 20:40:31 Preempt 6 Active
359 08/15/22 20:40:31 Pri High Low 6 on
360 08/15/22 20:37:33 On Line: Exit Preempt 5
361 08/15/22 20:37:07 Preempt Input 5 off
362 08/15/22 20:37:06 Pri High Low 5 off
363 08/15/22 20:36:50 Preempt Input 5 on
364 08/15/22 20:36:50 Preempt 5 Active
365 08/15/22 20:36:49 Pri High Low 5 on
366 08/15/22 20:36:23 On Line: Exit Preempt 5
367 08/15/22 20:35:54 Preempt Input 5 off
368 08/15/22 20:35:53 Pri High Low 5 off
369 08/15/22 20:35:45 Preempt Input 5 on
370 08/15/22 20:35:45 Preempt 5 Active
371 08/15/22 20:35:44 Pri High Low 5 on
372 08/15/22 20:30:39 On Line: Exit Preempt 5
373 08/15/22 20:30:34 Preempt Input 5 off
374 08/15/22 20:30:32 Pri High Low 5 off
375 08/15/22 20:30:19 Preempt Input 5 on
376 08/15/22 20:30:19 Preempt 5 Active
377 08/15/22 20:30:19 Pri High Low 5 on
378 08/15/22 20:29:58 On Line: Exit Preempt 5
379 08/15/22 20:29:53 Preempt Input 5 off
380 08/15/22 20:29:52 Pri High Low 5 off
381 08/15/22 20:29:23 Preempt Input 5 on
382 08/15/22 20:29:23 Preempt 5 Active
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47/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 383 08/15/22 20:29:22 Pri High Low 5 on
384 08/15/22 20:25:24 On Line: Exit Preempt 5
385 08/15/22 20:24:51 Preempt Input 5 off
386 08/15/22 20:24:50 Pri High Low 5 off
387 08/15/22 20:24:43 Preempt Input 5 on
388 08/15/22 20:24:43 Preempt 5 Active
389 08/15/22 20:24:42 Pri High Low 5 on
390 08/15/22 20:22:13 On Line: Exit Preempt 6
391 08/15/22 20:22:07 Preempt Input 6 off
392 08/15/22 20:22:06 Pri High Low 6 off
393 08/15/22 20:21:28 Preempt 6 Active
394 08/15/22 20:21:28 Preempt Input 5 off
395 08/15/22 20:21:28 On Line: Exit Preempt 5
396 08/15/22 20:21:27 Pri High Low 5 off
397 08/15/22 20:21:06 Preempt Input 6 on
398 08/15/22 20:21:06 Pri High Low 6 on
399 08/15/22 20:20:49 Preempt Input 5 on
400 08/15/22 20:20:49 Preempt 5 Active
401 08/15/22 20:20:48 Pri High Low 5 on
402 08/15/22 20:20:20 On Line: Exit Preempt 5
403 08/15/22 20:20:15 Preempt Input 5 off
404 08/15/22 20:20:14 Pri High Low 5 off
405 08/15/22 20:19:22 Preempt Input 5 on
406 08/15/22 20:19:22 Preempt 5 Active
407 08/15/22 20:19:21 Pri High Low 5 on
408 08/15/22 20:18:45 On Line: Exit Preempt 6
409 08/15/22 20:18:39 Preempt Input 6 off
410 08/15/22 20:18:38 Pri High Low 6 off
411 08/15/22 20:16:52 Preempt Input 5 off
412 08/15/22 20:16:51 Pri High Low 5 off
413 08/15/22 20:16:11 Preempt Input 5 on
414 08/15/22 20:16:11 Pri High Low 5 on
415 08/15/22 20:15:28 Preempt 6 Active
416 08/15/22 20:15:28 Preempt Input 5 off
417 08/15/22 20:15:28 On Line: Exit Preempt 5
418 08/15/22 20:15:27 Pri High Low 5 off
419 08/15/22 20:15:26 Preempt Input 6 on
420 08/15/22 20:15:25 Pri High Low 6 on
421 08/15/22 20:15:09 Preempt Input 4 off
422 08/15/22 20:15:08 Pri High Low 4 off
423 08/15/22 20:15:03 Preempt Input 4 on
424 08/15/22 20:15:02 Pri High Low 4 on
425 08/15/22 20:14:07 Preempt 5 Active
426 08/15/22 20:14:07 Preempt Input 6 off
427 08/15/22 20:14:07 On Line: Exit Preempt 6
428 08/15/22 20:14:06 Pri High Low 6 off
429 08/15/22 20:13:14 Preempt Input 5 on
430 08/15/22 20:13:14 Pri High Low 5 on
431 08/15/22 20:13:02 Preempt 6 Active
432 08/15/22 20:13:02 Preempt Input 3 off
433 08/15/22 20:13:02 On Line: Exit Preempt 3
434 08/15/22 20:13:00 Pri High Low 3 off
435 08/15/22 20:12:54 Preempt Input 6 on
436 08/15/22 20:12:53 Pri High Low 6 on
437 08/15/22 20:12:42 Preempt 3 Active
438 08/15/22 20:12:42 Preempt Input 3 on
439 08/15/22 20:12:42 On Line: Exit Preempt 3
440 08/15/22 20:12:42 Pri High Low 3 on
441 08/15/22 20:12:32 Preempt Input 3 off
442 08/15/22 20:12:31 Pri High Low 3 off
443 08/15/22 20:12:11 Preempt Input 3 on
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48/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) 444 08/15/22 20:12:11 Preempt 3 Active
445 08/15/22 20:12:10 Pri High Low 3 on
446 08/15/22 20:11:12 On Line: Exit Preempt 6
447 08/15/22 20:11:07 Preempt Input 6 off
448 08/15/22 20:11:05 Pri High Low 6 off
449 08/15/22 20:10:31 Preempt Input 6 on
450 08/15/22 20:10:31 Preempt 6 Active
451 08/15/22 20:10:30 Pri High Low 6 on
452 08/15/22 20:07:42 On Line: Exit Preempt 5
453 08/15/22 20:07:37 Preempt Input 5 off
454 08/15/22 20:07:36 Pri High Low 5 off
455 08/15/22 20:07:09 Preempt Input 5 on
456 08/15/22 20:07:09 Preempt 5 Active
457 08/15/22 20:07:08 Pri High Low 5 on
458 08/15/22 20:06:02 On Line: Exit Preempt 6
459 08/15/22 20:05:57 Preempt Input 6 off
460 08/15/22 20:05:55 Pri High Low 6 off
461 08/15/22 20:05:35 Preempt 6 Active
462 08/15/22 20:05:35 Preempt Input 5 off
463 08/15/22 20:05:35 On Line: Exit Preempt 5
464 08/15/22 20:05:34 Pri High Low 5 off
465 08/15/22 20:05:24 Preempt Input 6 on
466 08/15/22 20:05:24 Pri High Low 6 on
467 08/15/22 20:05:12 Preempt Input 5 on
468 08/15/22 20:05:12 Preempt 5 Active
469 08/15/22 20:05:11 Pri High Low 5 on
470 08/15/22 20:04:35 On Line: Exit Preempt 3
471 08/15/22 20:04:31 Preempt Input 3 off
472 08/15/22 20:04:30 Pri High Low 3 off
473 08/15/22 20:04:16 Preempt Input 3 on
474 08/15/22 20:04:16 Preempt 3 Active
475 08/15/22 20:04:15 Pri High Low 3 on
476 08/15/22 20:04:07 On Line: Exit Preempt 6
477 08/15/22 20:04:01 Preempt Input 6 off
478 08/15/22 20:04:00 Pri High Low 6 off
479 08/15/22 20:03:37 Preempt Input 6 on
480 08/15/22 20:03:37 Preempt 6 Active
481 08/15/22 20:03:36 Pri High Low 6 on
482 08/15/22 20:03:26 On Line: Exit Preempt 3
483 08/15/22 20:03:11 Preempt Input 3 off
484 08/15/22 20:03:10 Pri High Low 3 off
485 08/15/22 20:02:48 Preempt Input 3 on
486 08/15/22 20:02:48 Preempt 3 Active
487 08/15/22 20:02:48 Pri High Low 3 on
488 08/15/22 09:35:36 On Line: Exit Preempt 4
489 08/15/22 09:35:24 Preempt Input 4 off
490 08/15/22 09:35:23 Pri High Low 4 off
491 08/15/22 09:35:03 Preempt Input 4 on
492 08/15/22 09:35:03 Preempt 4 Active
493 08/15/22 09:35:02 Pri High Low 4 on
494 08/15/22 07:15:56 On Line: Exit Preempt 5
495 08/15/22 07:15:51 Preempt Input 5 off
496 08/15/22 07:15:49 Pri High Low 5 off
497 08/15/22 07:15:23 Preempt Input 5 on
498 08/15/22 07:15:23 Preempt 5 Active
499 08/15/22 07:15:23 Pri High Low 5 on
500 08/14/22 17:04:56 On Line: Exit Preempt 4
Table: System Event Recorder
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49/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Status Archived Log Size (KB)
Disabled
Table: System Event Recorder Settings
Archived Log Storage Archive Size Limit (Days) Delete Archived Log File None 1 No Action
Table: Sensor Data Event Recorder
Archive Status Archived Log Size (KB)
Disabled
Table: Sensor Data Event Recorder Settings
Archived Log Storage Archive Size Limit (Days) Delete Archived Log File None 1 No Action
Table: Front Panel Options
Cursor Blink Backlight Timeout
Yes 60
Table: Front Panel Shortcut Keys
Function Key Menu
2 1.1
3 1.6
4 3.5.1
5 2.2.1
6 2.2.2
7 2.6
8 3.4
Table: Application Update
Application Update Status Installed Application Target Application Application Update Control No Action maxtime - 2.3.0 No Action
Table: Controller Diagnostics
Controller Mode Log Enabled TSS Log Enabled
Running Enabled Enabled
Table: Phase Information
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Interval Req
Service
Req
Service
Red
Dwell
Yellow
Change
Req
Service
Req
Service
Req
Service
Yellow
Change
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Wait Time 42 36 24 36 12
Car Count 1 4 1 15 2 3
Conflict Car
Count 21 4 9 17 27 3 32 19
External Source None None None None None None None None None None None None None None None None None None None None Veh Recall None Min Green None None Min Green None None None None None None None None None None None None None Timing Source 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Timing Index 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 Call Call Call Call Call Call Call Call
Table: Phase Information Continued
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50/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Phase 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Interval Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell
Red
Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Red Dwell Wait Time
Car Count
Conflict Car
Count
External Source None None None None None None None None None None None None None None None None None None None None Veh Recall None None None None None None None None None None None None None None None None None None None None Timing Source 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Timing Index 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 Call
Table: MaxViewNewComponent_2Grid_3
Phase 1 2 4 5 6 7 8
Veh Det
Det Call Min Green 2
Yellow Lock Det
Red Lock Det
Extend Det
Queue Det
Term Det
Switch Det
Derived Det
Soft Call
No Serve Call
Control Call
Conflicting Call
Sequence Switch Call
Interval Advance
Stop Time
External Start
External Min Recall
Max 1
Max 2
Max 3
Max Inhibit
Omit Red Clear
Red Rest
MCE
Table: Ped Information
Ped 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Action Source None None None None None None None None None None None None None None None None None None None None Timing Source 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Timing Index 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 Ped Recall None None None None None None None None None None None None None None None None None None None None Table: Ped Information Continued
Ped 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Action Source None None None None None None None None None None None None None None None None None None None None Timing Source 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 Timing Index 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 255 Ped Recall None None None None None None None None None None None None None None None None None None None None Table: MaxViewPedDiagnosticGrid
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51/51 - Wed Jun 07 2023 20:21:07 GMT+0000 (Coordinated Universal Time) Ped 1 2 4 5 6 7 8
Ped Det Call
Ped Det Walk 2
Control Call
Conflicting Call
Sequence Switch Call
Interval Advance
Stop Time
External Walk Rest
Ped Recycle
MCE
Ped Clear 2
Table: Overlap Diagnostic
Overlap j2735 Movement State
1 Unavailable
2 Unavailable
3 Unavailable
4 Unavailable
5 Unavailable
6 Unavailable
7 Unavailable
8 Unavailable
9 Unavailable
10 Unavailable
11 Unavailable
12 Unavailable
13 Unavailable
14 Unavailable
15 Unavailable
16 Unavailable
17 Unavailable
18 Unavailable
19 Unavailable
20 Unavailable
21 Unavailable
22 Unavailable
23 Unavailable
24 Unavailable
25 Unavailable
26 Unavailable
27 Unavailable
28 Unavailable
29 Unavailable
30 Unavailable
31 Unavailable
32 Unavailable
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Traffic Analysis Report 25

W. Bobier Drive Traffic Analysis

Appendix D

LOS Analysis Worksheets
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Intersection
Int Delay, s/veh 1.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 46 806 854 10 14 90
Future Vol, veh/h 46 806 854 10 14 90
Conflicting Peds, #/hr 77 00700
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 90 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 75 75 87 87 70 70
Heavy Vehicles, % 2 22222
Mvmt Flow 61 1075 982 11 20 129

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1070 0 - 0 1725 574
Stage 1 - - - - 1065 -
Stage 2 - - - - 660 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 647 - - - 80 462
Stage 1 - - - - 292 -
Stage 2 - - - - 476 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 600 - - - 62 428
Mov Cap-2 Maneuver - - - - 168 -
Stage 1 - - - - 243 -
Stage 2 - - - - 441 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 22.3

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 600 - - - 354
HCM Lane V/C Ratio 0.102 - - - 0.42
HCM Control Delay (s) 11.7 - - - 22.3
HCM Lane LOS B - - - C
HCM 95th %tile Q(veh) 0.3 - - - 2
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Existing Conditions Existing AM
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Intersection
Int Delay, s/veh 2.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 777 27 35 927 29 64
Future Vol, veh/h 777 27 35 927 29 64
Conflicting Peds, #/hr 0 33001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 90 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 71 71 91 91 57 57
Heavy Vehicles, % 2 22222
Mvmt Flow 1094 38 38 1019 51 112

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1135 0 1702 570
Stage 1 - - - - 1116 -
Stage 2 - - - - 586 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 611 - 83 465
Stage 1 - - - - 275 -
Stage 2 - - - - 519 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 609 - 78 463
Mov Cap-2 Maneuver - - - - 192 -
Stage 1 - - - - 274 -
Stage 2 - - - - 487 -

Approach EB WB NB
HCM Control Delay, s 0 0.4 27.3

HCM LOS D

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 321 - - 609 -
HCM Lane V/C Ratio 0.508 - - 0.063 -
HCM Control Delay (s) 27.3 - - 11.3 -
HCM Lane LOS D - - B -
HCM 95th %tile Q(veh) 2.7 - - 0.2 -
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Existing Conditions Existing AM
3: Dorsey Way & Bobier Drive Timing Plan: Morning Peak
R:\Shared With Me\STC Data\Projects\Vista\23.0615.0012_Bobier Drive Roundabout Concept and Traffic Study\06_Planning\Synchro\EX Base.synHCM 6th TWSC STC::MB Page 6
Intersection
Int Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 824 3 39 863 3 57
Future Vol, veh/h 824 3 39 863 3 57
Conflicting Peds, #/hr 0 15 15 0 6 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 55 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 90 90 34 34
Heavy Vehicles, % 2 22222
Mvmt Flow 1099 4 43 959 9 168

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1118 0 1688 567
Stage 1 - - - - 1116 -
Stage 2 - - - - 572 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 620 - 85 467
Stage 1 - - - - 275 -
Stage 2 - - - - 528 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 611 - 77 460
Mov Cap-2 Maneuver - - - - 191 -
Stage 1 - - - - 271 -
Stage 2 - - - - 488 -

Approach EB WB NB
HCM Control Delay, s 0 0.5 19.1

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 430 - - 611 -
HCM Lane V/C Ratio 0.41 - - 0.071 -
HCM Control Delay (s) 19.1 - - 11.3 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 2 - - 0.2 -
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Existing Conditions Existing AM
4: Santa Fe Avenue & Bobier Drive Timing Plan: Morning Peak R:\Shared With Me\STC Data\Projects\Vista\23.0615.0012_Bobier Drive Roundabout Concept and Traffic Study\06_Planning\Synchro\EX Base.synHCM 6th Signalized Intersection Summary STC::MB Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 162 593 162 221 535 122 174 373 204 218 617 208 Future Volume (veh/h) 162 593 162 221 535 122 174 373 204 218 617 208 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.98 1.00 0.95 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 1870 1870 1870 Adj Flow Rate, veh/h 200 732 200 246 594 136 210 449 246 234 663 224 Peak Hour Factor 0.81 0.81 0.81 0.90 0.90 0.90 0.83 0.83 0.83 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 231 986 636 277 1078 700 238 884 634 266 939 604 Arrive On Green 0.13 0.28 0.28 0.16 0.30 0.30 0.13 0.25 0.25 0.15 0.26 0.26 Sat Flow, veh/h 1781 3554 1529 1781 3554 1527 1781 3554 1558 1781 3554 1508 Grp Volume(v), veh/h 200 732 200 246 594 136 210 449 246 234 663 224 Grp Sat Flow(s),veh/h/ln 1781 1777 1529 1781 1777 1527 1781 1777 1558 1781 1777 1508 Q Serve(g_s), s 13.5 23.0 10.9 16.6 17.1 6.6 14.2 13.3 13.7 15.8 20.7 13.0 Cycle Q Clear(g_c), s 13.5 23.0 10.9 16.6 17.1 6.6 14.2 13.3 13.7 15.8 20.7 13.0 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 231 986 636 277 1078 700 238 884 634 266 939 604 V/C Ratio(X) 0.86 0.74 0.31 0.89 0.55 0.19 0.88 0.51 0.39 0.88 0.71 0.37 Avail Cap(c_a), veh/h 436 986 636 436 1078 700 291 1073 718 436 1073 661 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 52.2 40.3 24.4 50.7 35.7 20.2 52.1 39.6 25.8 51.1 40.8 26.4 Incr Delay (d2), s/veh 9.3 5.0 1.3 12.8 2.0 0.6 22.4 0.5 0.4 11.3 1.8 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 6.5 10.5 4.1 8.2 7.6 2.4 7.8 5.8 5.0 7.8 9.2 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.6 45.3 25.7 63.5 37.7 20.8 74.6 40.0 26.2 62.4 42.6 26.8 LnGrp LOS E D C E D C E D C E D C
Approach Vol, veh/h 1132 976 905 1121
Approach Delay, s/veh 44.7 41.8 44.3 43.6
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 21.5 37.5 21.0 42.6 23.4 35.6 24.2 39.4 Change Period (Y+Rc), s 5.1 5.1 5.1 5.4 5.1 5.1 5.1 5.4 Max Green Setting (Gmax), s 20.0 37.0 30.0 34.0 30.0 37.0 30.0 34.0 Max Q Clear Time (g_c+I1), s 16.2 22.7 15.5 19.1 17.8 15.7 18.6 25.0 Green Ext Time (p_c), s 0.2 4.5 0.4 3.7 0.5 3.7 0.5 3.6 Intersection Summary
HCM 6th Ctrl Delay 43.6
HCM 6th LOS D
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Intersection
Int Delay, s/veh 6.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 752 0 0 987 22 178
Future Vol, veh/h 752 0 0 987 22 178
Conflicting Peds, #/hr 0 33000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 90 90 45 45
Heavy Vehicles, % 2 22222
Mvmt Flow 1090 0 0 1097 49 396

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 1639 545
Stage 1 - - - - 1090 -
Stage 2 - - - - 549 -
Critical Hdwy - - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - - - 3.52 3.32
Pot Cap-1 Maneuver - 0 0 - 91 482
Stage 1 - 0 0 - 284 -
Stage 2 - 0 0 - 542 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 91 482
Mov Cap-2 Maneuver - - - - 206 -
Stage 1 - - - - 284 -
Stage 2 - - - - 542 -

Approach EB WB NB
HCM Control Delay, s 0 0 37.1

HCM LOS E

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT WBT
Capacity (veh/h) 206 482 - -
HCM Lane V/C Ratio 0.237 0.821 - -
HCM Control Delay (s) 27.8 38.3 - -
HCM Lane LOS D E - -
HCM 95th %tile Q(veh) 0.9 7.9 - -
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Existing Conditions Existing AM
8: East Lot Driveway Exit & Bobier Drive Timing Plan: Morning Peak R:\Shared With Me\STC Data\Projects\Vista\23.0615.0012_Bobier Drive Roundabout Concept and Traffic Study\06_Planning\Synchro\EX Base.synHCM 6th TWSC STC::MB Page 15
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 953 0 0 1026 0 9
Future Vol, veh/h 953 0 0 1026 0 9
Conflicting Peds, #/hr 0 82 82 0 0 0
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 76 76 87 87 32 32
Heavy Vehicles, % 2 22222
Mvmt Flow 1254 0 0 1179 0 28

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 1844 627
Stage 1 - - - - 1254 -
Stage 2 - - - - 590 -
Critical Hdwy - - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - - - 3.52 3.32
Pot Cap-1 Maneuver - 0 0 - 66 426
Stage 1 - 0 0 - 232 -
Stage 2 - 0 0 - 517 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 66 426
Mov Cap-2 Maneuver - - - - 171 -
Stage 1 - - - - 232 -
Stage 2 - - - - 517 -

Approach EB WB NB
HCM Control Delay, s 0 0 14

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 426 - -
HCM Lane V/C Ratio 0.066 - -
HCM Control Delay (s) 14 - -
HCM Lane LOS B - -
HCM 95th %tile Q(veh) 0.2 - -
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Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 54 1055 648 12 9 27
Future Vol, veh/h 54 1055 648 12 9 27
Conflicting Peds, #/hr 11 0 0 11 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 90 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 84 93 94 50 56 84
Heavy Vehicles, % 2 22222
Mvmt Flow 64 1134 689 24 16 32

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 724 0 - 0 1407 368
Stage 1 - - - - 712 -
Stage 2 - - - - 695 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 874 - - - 130 629
Stage 1 - - - - 447 -
Stage 2 - - - - 456 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 865 - - - 118 622
Mov Cap-2 Maneuver - - - - 250 -
Stage 1 - - - - 410 -
Stage 2 - - - - 451 -

Approach EB WB SB
HCM Control Delay, s 0.5 0 14.8

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 865 - - - 416
HCM Lane V/C Ratio 0.074 - - - 0.116
HCM Control Delay (s) 9.5 - - - 14.8
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.2 - - - 0.4
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Intersection
Int Delay, s/veh 0.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1080 24 20 667 18 36
Future Vol, veh/h 1080 24 20 667 18 36
Conflicting Peds, #/hr 0 66001
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 90 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 75 83 89 75 64
Heavy Vehicles, % 2 22222
Mvmt Flow 1174 32 24 749 24 56

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1212 0 1619 610
Stage 1 - - - - 1196 -
Stage 2 - - - - 423 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 571 - 94 437
Stage 1 - - - - 249 -
Stage 2 - - - - 629 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 568 - 89 434
Mov Cap-2 Maneuver - - - - 192 -
Stage 1 - - - - 248 -
Stage 2 - - - - 603 -

Approach EB WB NB
HCM Control Delay, s 0 0.4 20.3

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 315 - - 568 -
HCM Lane V/C Ratio 0.255 - - 0.042 -
HCM Control Delay (s) 20.3 - - 11.6 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 1 - - 0.1 -
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Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1079 0 18 642 2 23
Future Vol, veh/h 1079 0 18 642 2 23
Conflicting Peds, #/hr 0 10 10 0 6 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 55 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 75 75 90 50 82
Heavy Vehicles, % 2 22222
Mvmt Flow 1148 0 24 713 4 28

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1158 0 1569 584
Stage 1 - - - - 1158 -
Stage 2 - - - - 411 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 599 - 101 455
Stage 1 - - - - 261 -
Stage 2 - - - - 638 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 593 - 95 451
Mov Cap-2 Maneuver - - - - 200 -
Stage 1 - - - - 258 -
Stage 2 - - - - 609 -

Approach EB WB NB
HCM Control Delay, s 0 0.4 15.1

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 390 - - 593 -
HCM Lane V/C Ratio 0.082 - - 0.04 -
HCM Control Delay (s) 15.1 - - 11.3 -
HCM Lane LOS C - - B -
HCM 95th %tile Q(veh) 0.3 - - 0.1 -
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 208 721 185 185 404 190 190 447 243 191 391 103 Future Volume (veh/h) 208 721 185 185 404 190 190 447 243 191 391 103 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.97 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 219 759 195 195 425 200 211 497 270 212 434 114 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 251 1154 723 227 1106 708 243 779 540 248 788 564 Arrive On Green 0.14 0.32 0.32 0.13 0.31 0.31 0.14 0.22 0.22 0.14 0.22 0.22 Sat Flow, veh/h 1781 3554 1560 1781 3554 1567 1781 3554 1539 1781 3554 1535 Grp Volume(v), veh/h 219 759 195 195 425 200 211 497 270 212 434 114 Grp Sat Flow(s),veh/h/ln 1781 1777 1560 1781 1777 1567 1781 1777 1539 1781 1777 1535 Q Serve(g_s), s 13.2 20.0 8.4 11.7 10.2 8.8 12.7 13.9 15.2 12.7 11.8 5.6 Cycle Q Clear(g_c), s 13.2 20.0 8.4 11.7 10.2 8.8 12.7 13.9 15.2 12.7 11.8 5.6 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 251 1154 723 227 1106 708 243 779 540 248 788 564 V/C Ratio(X) 0.87 0.66 0.27 0.86 0.38 0.28 0.87 0.64 0.50 0.86 0.55 0.20 Avail Cap(c_a), veh/h 326 1154 723 326 1106 708 326 1204 724 489 1204 743 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 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 46.0 31.7 18.1 46.7 29.4 18.9 46.2 38.7 28.2 46.0 37.7 24.0 Incr Delay (d2), s/veh 18.1 2.9 0.9 14.4 1.0 1.0 16.9 0.9 0.7 8.3 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.9 8.7 3.1 6.0 4.4 3.3 6.7 6.0 5.5 6.1 5.1 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 64.1 34.6 19.0 61.1 30.4 19.9 63.1 39.6 29.0 54.3 38.3 24.1 LnGrp LOS E C B E C B E DCDDC
Approach Vol, veh/h 1173 820 978 760
Approach Delay, s/veh 37.5 35.2 41.7 40.6
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 29.3 20.5 39.4 20.3 29.1 19.0 40.9 Change Period (Y+Rc), s 5.1 5.1 5.1 5.4 5.1 5.1 5.1 5.4 Max Green Setting (Gmax), s 20.0 37.0 20.0 34.0 30.0 37.0 20.0 34.0 Max Q Clear Time (g_c+I1), s 14.7 13.8 15.2 12.2 14.7 17.2 13.7 22.0 Green Ext Time (p_c), s 0.3 3.2 0.3 3.3 0.5 4.1 0.3 4.4 Intersection Summary
HCM 6th Ctrl Delay 38.7
HCM 6th LOS D
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Intersection
Int Delay, s/veh 0.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1093 0 0 689 3 47
Future Vol, veh/h 1093 0 0 689 3 47
Conflicting Peds, #/hr 0 13 13 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 94 94 57 57
Heavy Vehicles, % 2 22222
Mvmt Flow 1317 0 0 733 5 82

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 1684 659
Stage 1 - - - - 1317 -
Stage 2 - - - - 367 -
Critical Hdwy - - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - - - 3.52 3.32
Pot Cap-1 Maneuver - 0 0 - 85 406
Stage 1 - 0 0 - 215 -
Stage 2 - 0 0 - 671 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 85 406
Mov Cap-2 Maneuver - - - - 175 -
Stage 1 - - - - 215 -
Stage 2 - - - - 671 -

Approach EB WB NB
HCM Control Delay, s 0 0 16.7

HCM LOS C

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT WBT
Capacity (veh/h) 175 406 - -
HCM Lane V/C Ratio 0.03 0.203 - -
HCM Control Delay (s) 26.2 16.1 - -
HCM Lane LOS D C - -
HCM 95th %tile Q(veh) 0.1 0.8 - -
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Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 1161 0 0 706 1 10
Future Vol, veh/h 1161 0 0 706 1 10
Conflicting Peds, #/hr 0 15 15 0 0 0
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 90 90 84 84 34 34
Heavy Vehicles, % 2 22222
Mvmt Flow 1290 0 0 840 3 29

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 1710 645
Stage 1 - - - - 1290 -
Stage 2 - - - - 420 -
Critical Hdwy - - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - - - 3.52 3.32
Pot Cap-1 Maneuver - 0 0 - 82 415
Stage 1 - 0 0 - 222 -
Stage 2 - 0 0 - 631 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 82 415
Mov Cap-2 Maneuver - - - - 177 -
Stage 1 - - - - 222 -
Stage 2 - - - - 631 -

Approach EB WB NB
HCM Control Delay, s 0 0 15.7

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 370 - -
HCM Lane V/C Ratio 0.087 - -
HCM Control Delay (s) 15.7 - -
HCM Lane LOS C - -
HCM 95th %tile Q(veh) 0.3 - -
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Intersection
Int Delay, s/veh 0.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 42 681 559 6 6 37
Future Vol, veh/h 42 681 559 6 6 37
Conflicting Peds, #/hr 3 00300
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 90 - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 81 88 94 75 75 77
Heavy Vehicles, % 2 22222
Mvmt Flow 52 774 595 8 8 48

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 606 0 - 0 1093 305
Stage 1 - - - - 602 -
Stage 2 - - - - 491 -
Critical Hdwy 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 968 - - - 209 691
Stage 1 - - - - 510 -
Stage 2 - - - - 581 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 965 - - - 196 689
Mov Cap-2 Maneuver - - - - 328 -
Stage 1 - - - - 481 -
Stage 2 - - - - 579 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 11.7

HCM LOS B

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 965 - - - 595
HCM Lane V/C Ratio 0.054 - - - 0.094
HCM Control Delay (s) 8.9 - - - 11.7
HCM Lane LOS A - - - B
HCM 95th %tile Q(veh) 0.2 - - - 0.3
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Intersection
Int Delay, s/veh 1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 678 25 17 575 25 29
Future Vol, veh/h 678 25 17 575 25 29
Conflicting Peds, #/hr 0 44000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 90 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 87 69 61 88 69 72
Heavy Vehicles, % 2 22222
Mvmt Flow 779 36 28 653 36 40

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 819 0 1184 412
Stage 1 - - - - 801 -
Stage 2 - - - - 383 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 805 - 182 589
Stage 1 - - - - 402 -
Stage 2 - - - - 659 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 802 - 175 587
Mov Cap-2 Maneuver - - - - 298 -
Stage 1 - - - - 400 -
Stage 2 - - - - 636 -

Approach EB WB NB
HCM Control Delay, s 0 0.4 16

HCM LOS C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 402 - - 802 -
HCM Lane V/C Ratio 0.19 - - 0.035 -
HCM Control Delay (s) 16 - - 9.7 -
HCM Lane LOS C - - A -
HCM 95th %tile Q(veh) 0.7 - - 0.1 -
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Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 659 16 30 551 0 48
Future Vol, veh/h 659 16 30 551 0 48
Conflicting Peds, #/hr 0 46 0 0 46 4
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 55 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 57 62 91 43 43
Heavy Vehicles, % 2 22222
Mvmt Flow 383 28 48 605 0 112

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 457 0 888 256
Stage 1 - - - - 443 -
Stage 2 - - - - 445 -
Critical Hdwy - - 4.14 - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - 2.22 - 3.52 3.32
Pot Cap-1 Maneuver - - 1100 - 283 743
Stage 1 - - - - 614 -
Stage 2 - - - - 613 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1052 - 247 708
Mov Cap-2 Maneuver - - - - 374 -
Stage 1 - - - - 587 -
Stage 2 - - - - 559 -

Approach EB WB NB
HCM Control Delay, s 0 0.6 11

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 708 - - 1052 -
HCM Lane V/C Ratio 0.158 - - 0.046 -
HCM Control Delay (s) 11 - - 8.6 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.6 - - 0.1 -
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 134 466 170 161 360 133 161 322 150 112 265 108 Future Volume (veh/h) 134 466 170 161 360 133 161 322 150 112 265 108 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.98 1.00 0.97 1.00 0.92 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 1870 1870 1870 Adj Flow Rate, veh/h 172 597 218 175 391 145 187 374 174 118 279 114 Peak Hour Factor 0.78 0.78 0.78 0.92 0.92 0.92 0.86 0.86 0.86 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222
Cap, veh/h 205 1143 686 210 1153 636 220 997 620 149 855 534 Arrive On Green 0.12 0.32 0.32 0.12 0.32 0.32 0.12 0.28 0.28 0.08 0.24 0.24 Sat Flow, veh/h 1781 3554 1524 1781 3554 1549 1781 3554 1540 1781 3554 1460 Grp Volume(v), veh/h 172 597 218 175 391 145 187 374 174 118 279 114 Grp Sat Flow(s),veh/h/ln 1781 1777 1524 1781 1777 1549 1781 1777 1540 1781 1777 1460 Q Serve(g_s), s 10.0 14.5 9.8 10.2 8.8 6.5 10.9 8.9 8.1 6.9 6.8 5.8 Cycle Q Clear(g_c), s 10.0 14.5 9.8 10.2 8.8 6.5 10.9 8.9 8.1 6.9 6.8 5.8 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 205 1143 686 210 1153 636 220 997 620 149 855 534 V/C Ratio(X) 0.84 0.52 0.32 0.83 0.34 0.23 0.85 0.38 0.28 0.79 0.33 0.21 Avail Cap(c_a), veh/h 337 1143 686 506 1153 636 337 1244 726 506 1244 694 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.8 29.2 19.0 45.6 27.1 20.4 45.3 30.6 21.5 47.5 33.1 23.8 Incr Delay (d2), s/veh 9.4 1.7 1.2 8.2 0.8 0.8 11.8 0.2 0.2 9.0 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 6.2 3.5 4.9 3.8 2.4 5.4 3.8 2.8 3.4 2.9 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.2 30.9 20.2 53.8 27.9 21.2 57.1 30.8 21.8 56.5 33.3 24.0 LnGrp LOS E CCDCCECCECC
Approach Vol, veh/h 987 711 735 511
Approach Delay, s/veh 32.8 32.9 35.4 36.6
Approach LOS CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 18.2 30.5 17.3 39.7 14.0 34.8 17.6 39.4 Change Period (Y+Rc), s 5.1 5.1 5.1 5.4 5.1 5.1 5.1 5.4 Max Green Setting (Gmax), s 20.0 37.0 20.0 34.0 30.0 37.0 30.0 34.0 Max Q Clear Time (g_c+I1), s 12.9 8.8 12.0 10.8 8.9 10.9 12.2 16.5 Green Ext Time (p_c), s 0.3 2.2 0.3 2.9 0.3 3.1 0.4 4.3 Intersection Summary
HCM 6th Ctrl Delay 34.1
HCM 6th LOS C
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Intersection
Int Delay, s/veh 2.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 676 0 0 602 8 75
Future Vol, veh/h 676 0 0 602 8 75
Conflicting Peds, #/hr 0 27 0000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 88 35 92 93 35 35
Heavy Vehicles, % 2 22222
Mvmt Flow 768 0 0 647 23 214

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 1092 384
Stage 1 - - - - 768 -
Stage 2 - - - - 324 -
Critical Hdwy - - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - - - 3.52 3.32
Pot Cap-1 Maneuver - 0 0 - 209 614
Stage 1 - 0 0 - 418 -
Stage 2 - 0 0 - 705 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 209 614
Mov Cap-2 Maneuver - - - - 325 -
Stage 1 - - - - 418 -
Stage 2 - - - - 705 -

Approach EB WB NB
HCM Control Delay, s 0 0 14.3

HCM LOS B

Minor Lane/Major Mvmt NBLn1 NBLn2 EBT WBT
Capacity (veh/h) 325 614 - -
HCM Lane V/C Ratio 0.07 0.349 - -
HCM Control Delay (s) 16.9 14 - -
HCM Lane LOS C B - -
HCM 95th %tile Q(veh) 0.2 1.6 - -
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Intersection
Int Delay, s/veh 0.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 762 0 0 639 3 45
Future Vol, veh/h 762 0 0 639 3 45
Conflicting Peds, #/hr 0 222 222 0 0 0
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 75 25 41 92 75 49
Heavy Vehicles, % 2 22222
Mvmt Flow 1016 0 0 695 4 92

Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 1364 508
Stage 1 - - - - 1016 -
Stage 2 - - - - 348 -
Critical Hdwy - - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - 5.84 -
Critical Hdwy Stg 2 - - - - 5.84 -
Follow-up Hdwy - - - - 3.52 3.32
Pot Cap-1 Maneuver - 0 0 - 139 510
Stage 1 - 0 0 - 310 -
Stage 2 - 0 0 - 686 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 139 510
Mov Cap-2 Maneuver - - - - 246 -
Stage 1 - - - - 310 -
Stage 2 - - - - 686 -

Approach EB WB NB
HCM Control Delay, s 0 0 14.2

HCM LOS B

Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 488 - -
HCM Lane V/C Ratio 0.196 - -
HCM Control Delay (s) 14.2 - -
HCM Lane LOS B - -
HCM 95th %tile Q(veh) 0.7 - -
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 167 611 167 228 551 126 179 384 210 225 636 214 Future Volume (veh/h) 167 611 167 228 551 126 179 384 210 225 636 214 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.98 1.00 0.95 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 1870 1870 1870 Adj Flow Rate, veh/h 206 754 206 253 612 140 216 463 253 242 684 230 Peak Hour Factor 0.81 0.81 0.81 0.90 0.90 0.90 0.83 0.83 0.83 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222
Cap, veh/h 237 971 634 284 1065 700 243 881 639 273 940 610 Arrive On Green 0.13 0.27 0.27 0.16 0.30 0.30 0.14 0.25 0.25 0.15 0.26 0.26 Sat Flow, veh/h 1781 3554 1528 1781 3554 1526 1781 3554 1558 1781 3554 1508 Grp Volume(v), veh/h 206 754 206 253 612 140 216 463 253 242 684 230 Grp Sat Flow(s),veh/h/ln 1781 1777 1528 1781 1777 1526 1781 1777 1558 1781 1777 1508 Q Serve(g_s), s 14.1 24.4 11.5 17.3 18.1 6.9 14.8 14.0 14.3 16.6 21.8 13.5 Cycle Q Clear(g_c), s 14.1 24.4 11.5 17.3 18.1 6.9 14.8 14.0 14.3 16.6 21.8 13.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 237 971 634 284 1065 700 243 881 639 273 940 610 V/C Ratio(X) 0.87 0.78 0.33 0.89 0.57 0.20 0.89 0.53 0.40 0.89 0.73 0.38 Avail Cap(c_a), veh/h 429 971 634 429 1065 700 286 1056 716 429 1056 659 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 52.9 41.7 25.1 51.3 36.9 20.5 52.8 40.5 26.1 51.6 41.7 26.7 Incr Delay (d2), s/veh 9.4 6.1 1.4 14.3 2.3 0.6 24.3 0.5 0.4 12.9 2.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 11.2 4.3 8.7 8.0 2.5 8.2 6.2 5.2 8.3 9.7 4.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.3 47.8 26.4 65.6 39.1 21.2 77.1 41.0 26.5 64.6 43.9 27.0 LnGrp LOS E D C E D C E D C E D C
Approach Vol, veh/h 1166 1005 932 1156
Approach Delay, s/veh 46.6 43.3 45.4 44.9
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 22.1 38.0 21.6 42.7 24.2 35.9 24.9 39.4 Change Period (Y+Rc), s 5.1 5.1 5.1 5.4 5.1 5.1 5.1 5.4 Max Green Setting (Gmax), s 20.0 37.0 30.0 34.0 30.0 37.0 30.0 34.0 Max Q Clear Time (g_c+I1), s 16.8 23.8 16.1 20.1 18.6 16.3 19.3 26.4 Green Ext Time (p_c), s 0.2 4.5 0.5 3.7 0.5 3.8 0.5 3.3 Intersection Summary
HCM 6th Ctrl Delay 45.1
HCM 6th LOS D
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Opening Year 2026 Opening Year AM
8: East Lot Driveway Exit & Bobier Drive Timing Plan: Morning Peak Opening Year Base-AM.syn HCM 6th Signalized Intersection Summary STC::MB Page 2
Movement EBU EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 23 982 8 9 1048 0 9
Future Volume (veh/h) 23 982 8 9 1048 0 9
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.94 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1900 1900 1870 1900 1900
Adj Flow Rate, veh/h 1292 11 10 1205 0 28
Peak Hour Factor 0.76 0.76 0.87 0.87 0.32 0.32
Percent Heavy Veh, % 200200
Cap, veh/h 2461 21 23 1464 0 51
Arrive On Green 0.68 0.68 0.01 0.78 0.00 0.03
Sat Flow, veh/h 3702 31 1810 1870 0 1563
Grp Volume(v), veh/h 636 667 10 1205 0 29
Grp Sat Flow(s),veh/h/ln 1777 1863 1810 1870 0 1619
Q Serve(g_s), s 9.3 9.3 0.3 20.7 0.0 0.9
Cycle Q Clear(g_c), s 9.3 9.3 0.3 20.7 0.0 0.9
Prop In Lane 0.02 1.00 0.00 0.97
Lane Grp Cap(c), veh/h 1212 1270 23 1464 0 53
V/C Ratio(X) 0.52 0.53 0.43 0.82 0.00 0.55
Avail Cap(c_a), veh/h 2723 2854 255 2866 0 857
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 0.00 1.00
Uniform Delay (d), s/veh 4.1 4.1 25.7 3.5 0.0 25.0
Incr Delay (d2), s/veh 0.4 0.3 11.9 1.2 0.0 8.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.9 2.0 0.2 1.5 0.0 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.5 4.5 37.6 4.7 0.0 33.4
LnGrp LOS A A D A A C
Approach Vol, veh/h 1303 1215 29
Approach Delay, s/veh 4.5 5.0 33.4
Approach LOS A A C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 6.3 5.3 40.9 46.2
Change Period (Y+Rc), s 4.6 4.6 5.1 5.1
Max Green Setting (Gmax), s 27.8 7.4 80.5 80.5
Max Q Clear Time (g_c+I1), s 2.9 2.3 11.3 22.7
Green Ext Time (p_c), s 0.1 0.0 13.2 18.4
Intersection Summary
HCM 6th Ctrl Delay 5.1
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
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Opening Year 2026 Opening Year PM
4: Santa Fe Avenue & Bobier Drive Timing Plan: Evening Peak Opening Year Base.syn HCM 6th Signalized Intersection Summary STC::MB Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 214 743 191 191 416 196 196 461 250 197 403 106 Future Volume (veh/h) 214 743 191 191 416 196 196 461 250 197 403 106 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.97 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 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 225 782 201 201 438 206 218 512 278 219 448 118 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222
Cap, veh/h 256 1129 717 232 1082 703 249 787 548 254 796 572 Arrive On Green 0.14 0.32 0.32 0.13 0.30 0.30 0.14 0.22 0.22 0.14 0.22 0.22 Sat Flow, veh/h 1781 3554 1560 1781 3554 1566 1781 3554 1539 1781 3554 1535 Grp Volume(v), veh/h 225 782 201 201 438 206 218 512 278 219 448 118 Grp Sat Flow(s),veh/h/ln 1781 1777 1560 1781 1777 1566 1781 1777 1539 1781 1777 1535 Q Serve(g_s), s 13.8 21.5 9.0 12.4 10.9 9.4 13.4 14.6 16.0 13.4 12.5 5.9 Cycle Q Clear(g_c), s 13.8 21.5 9.0 12.4 10.9 9.4 13.4 14.6 16.0 13.4 12.5 5.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 256 1129 717 232 1082 703 249 787 548 254 796 572 V/C Ratio(X) 0.88 0.69 0.28 0.86 0.40 0.29 0.87 0.65 0.51 0.86 0.56 0.21 Avail Cap(c_a), veh/h 319 1129 717 319 1082 703 319 1177 717 478 1177 736 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 46.9 33.3 18.9 47.6 30.8 19.7 47.1 39.6 28.6 46.8 38.5 24.2 Incr Delay (d2), s/veh 20.1 3.5 1.0 16.4 1.1 1.1 19.0 0.9 0.7 8.5 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 9.5 3.3 6.4 4.7 3.5 7.2 6.4 5.8 6.5 5.4 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.0 36.8 19.8 64.0 31.9 20.7 66.1 40.5 29.4 55.3 39.1 24.4 LnGrp LOS E D B E C C E D C E D C
Approach Vol, veh/h 1208 845 1008 785
Approach Delay, s/veh 39.6 36.8 42.9 41.4
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.7 30.1 21.4 39.4 21.0 29.8 20.0 40.9 Change Period (Y+Rc), s 5.1 5.1 5.4 5.4 5.1 5.1 5.4 5.4 Max Green Setting (Gmax), s 20.0 37.0 20.0 34.0 30.0 37.0 20.0 34.0 Max Q Clear Time (g_c+I1), s 15.4 14.5 15.8 12.9 15.4 18.0 14.4 23.5 Green Ext Time (p_c), s 0.2 3.3 0.2 3.4 0.5 4.2 0.3 4.2 Intersection Summary
HCM 6th Ctrl Delay 40.2
HCM 6th LOS D
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Opening Year PM Opening Year 2026
8: East Lot Driveway Exit & Bobier Drive Timing Plan: Evening Peak Opening Year Base-PM.syn HCM 6th Signalized Intersection Summary STC::MB Page 1
Movement EBU EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 4 1195 0 1 726 1 10
Future Volume (veh/h) 4 1195 0 1 726 1 10
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1900 1900 1870 1900 1900
Adj Flow Rate, veh/h 1328 0 2 864 4 28
Peak Hour Factor 0.90 0.76 0.50 0.84 0.25 0.36
Percent Heavy Veh, % 200200
Cap, veh/h 2141 0 5 1346 8 53
Arrive On Green 0.60 0.00 0.00 0.72 0.04 0.04
Sat Flow, veh/h 3741 0 1810 1870 199 1391
Grp Volume(v), veh/h 1328 0 2 864 33 0
Grp Sat Flow(s),veh/h/ln 1777 0 1810 1870 1640 0
Q Serve(g_s), s 9.5 0.0 0.0 9.6 0.8 0.0
Cycle Q Clear(g_c), s 9.5 0.0 0.0 9.6 0.8 0.0
Prop In Lane 0.00 1.00 0.12 0.85
Lane Grp Cap(c), veh/h 2141 0 5 1346 63 0
V/C Ratio(X) 0.62 0.00 0.40 0.64 0.52 0.00
Avail Cap(c_a), veh/h 3765 0 244 1982 1136 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 5.1 0.0 20.0 2.9 18.9 0.0
Incr Delay (d2), s/veh 0.3 0.0 45.1 0.5 6.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.7 0.0 0.1 0.6 0.4 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.4 0.0 65.1 3.4 25.6 0.0
LnGrp LOS AAEACA
Approach Vol, veh/h 1328 866 33
Approach Delay, s/veh 5.4 3.6 25.6
Approach LOS A A C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 6.1 4.7 29.3 34.0
Change Period (Y+Rc), s 4.6 4.6 5.1 5.1
Max Green Setting (Gmax), s 27.8 5.4 42.5 42.5
Max Q Clear Time (g_c+I1), s 2.8 2.0 11.5 11.6
Green Ext Time (p_c), s 0.1 0.0 12.6 7.8
Intersection Summary
HCM 6th Ctrl Delay 5.0
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
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Opening Year 2026 Opening Year Afternoon
4: Santa Fe Avenue & Bobier Drive Timing Plan: Afternoon School Release Period Opening Year Base.syn HCM 6th Signalized Intersection Summary STC::MB Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 138 480 175 166 371 137 166 332 155 115 273 111 Future Volume (veh/h) 138 480 175 166 371 137 166 332 155 115 273 111 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.98 1.00 0.97 1.00 0.92 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 1870 1870 1870 Adj Flow Rate, veh/h 177 615 224 180 403 149 193 386 180 121 287 117 Peak Hour Factor 0.78 0.78 0.78 0.92 0.92 0.92 0.86 0.86 0.86 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222
Cap, veh/h 210 1126 684 215 1136 631 226 1000 625 152 853 537 Arrive On Green 0.12 0.32 0.32 0.12 0.32 0.32 0.13 0.28 0.28 0.09 0.24 0.24 Sat Flow, veh/h 1781 3554 1524 1781 3554 1549 1781 3554 1540 1781 3554 1460 Grp Volume(v), veh/h 177 615 224 180 403 149 193 386 180 121 287 117 Grp Sat Flow(s),veh/h/ln 1781 1777 1524 1781 1777 1549 1781 1777 1540 1781 1777 1460 Q Serve(g_s), s 10.4 15.3 10.3 10.6 9.3 6.8 11.4 9.4 8.5 7.2 7.2 6.0 Cycle Q Clear(g_c), s 10.4 15.3 10.3 10.6 9.3 6.8 11.4 9.4 8.5 7.2 7.2 6.0 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 210 1126 684 215 1136 631 226 1000 625 152 853 537 V/C Ratio(X) 0.84 0.55 0.33 0.84 0.35 0.24 0.85 0.39 0.29 0.79 0.34 0.22 Avail Cap(c_a), veh/h 332 1126 684 493 1136 631 332 1225 722 498 1225 690 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.4 30.3 19.5 46.2 28.0 21.0 45.9 31.1 21.7 48.2 33.7 24.1 Incr Delay (d2), s/veh 10.8 1.9 1.3 8.3 0.9 0.9 13.3 0.2 0.3 9.0 0.2 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 5.1 6.6 3.7 5.1 4.0 2.5 5.8 4.0 3.0 3.5 3.1 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.1 32.2 20.8 54.5 28.9 21.9 59.2 31.3 22.0 57.2 34.0 24.3 LnGrp LOS E CCDCCECCECC
Approach Vol, veh/h 1016 732 759 525
Approach Delay, s/veh 34.0 33.7 36.2 37.1
Approach LOS CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 18.7 30.9 18.0 39.7 14.3 35.3 18.4 39.4 Change Period (Y+Rc), s 5.1 5.1 5.4 5.4 5.1 5.1 5.4 5.4 Max Green Setting (Gmax), s 20.0 37.0 20.0 34.0 30.0 37.0 29.7 34.0 Max Q Clear Time (g_c+I1), s 13.4 9.2 12.4 11.3 9.2 11.4 12.6 17.3 Green Ext Time (p_c), s 0.3 2.3 0.3 3.0 0.3 3.2 0.4 4.4 Intersection Summary
HCM 6th Ctrl Delay 35.0
HCM 6th LOS D
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Opening Year 2026 Opening Year Afternoon
8: East Lot Driveway Exit & Bobier Drive Timing Plan: Afternoon School Release Period Opening Year Base - School PM.syn HCM 6th Signalized Intersection Summary STC::MB Page 1
Movement EBU EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 9 785 2 28 630 3 45
Future Volume (veh/h) 9 785 2 28 630 3 45
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.78 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1900 1900 1870 1900 1900
Adj Flow Rate, veh/h 1047 8 68 685 4 92
Peak Hour Factor 0.75 0.25 0.41 0.92 0.75 0.49
Percent Heavy Veh, % 200200
Cap, veh/h 1821 14 119 1277 5 125
Arrive On Green 0.50 0.50 0.07 0.68 0.08 0.08
Sat Flow, veh/h 3699 28 1810 1870 67 1537
Grp Volume(v), veh/h 516 539 68 685 97 0
Grp Sat Flow(s),veh/h/ln 1777 1856 1810 1870 1620 0
Q Serve(g_s), s 8.3 8.3 1.5 7.5 2.4 0.0
Cycle Q Clear(g_c), s 8.3 8.3 1.5 7.5 2.4 0.0
Prop In Lane 0.01 1.00 0.04 0.95
Lane Grp Cap(c), veh/h 897 937 119 1277 132 0
V/C Ratio(X) 0.58 0.58 0.57 0.54 0.74 0.00
Avail Cap(c_a), veh/h 1319 1377 326 1388 1096 0
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 1.00 0.00
Uniform Delay (d), s/veh 7.1 7.1 18.6 3.3 18.4 0.0
Incr Delay (d2), s/veh 0.6 0.6 4.3 0.4 7.7 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.2 2.2 0.7 0.9 1.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.7 7.7 22.9 3.6 26.1 0.0
LnGrp LOS A A C A C A
Approach Vol, veh/h 1055 753 97
Approach Delay, s/veh 7.7 5.4 26.1
Approach LOS A A C
Timer - Assigned Phs 2 3 4 8
Phs Duration (G+Y+Rc), s 7.9 7.3 25.9 33.2
Change Period (Y+Rc), s 4.6 4.6 5.1 5.1
Max Green Setting (Gmax), s 27.8 7.4 30.5 30.5
Max Q Clear Time (g_c+I1), s 4.4 3.5 10.3 9.5
Green Ext Time (p_c), s 0.3 0.0 7.1 4.9
Intersection Summary
HCM 6th Ctrl Delay 7.7
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

User approved ignoring U-Turning movement.
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PROJECT SUMMARY FOR SITES
Project: Bobier Drive Traffic Study - BLS
Output produced by SIDRA INTERSECTION Version: 9.1.3.210 Project Summary for selected Sites.

Site Performance - Hourly Values
Dem
Flow
(Tot)
Deg
of
Satn
Prac
Spare
Cap
Del
(Wr
Mv)
Del
(Av
StL)
LOS Back
Que
Back
Que
Del
(Tot)
Trav
Time
(Tot)
Site ID Site Name
veh/h % sec sec veh ft veh-h/h veh-h/h
Site Category: Opening Year with Project
101 Bobier Drive & Knapp Drive 2349 0.890 -4.5 33.9 14.2 LOS B 28.1 720.3 9.23 25.9 103 Bobier Drive & Dorsey Way 2482 1.017 -16.4 54.5 26.9 LOS D 67.1 1712.9 18.56 38.6 107 Bobier Drive & Bobier Elementary
East Lot Driveway
2582 1.003 -15.3 42.6 14.8 LOS B 223.8 5717.6 10.64 27.3 101 Bobier Drive & Knapp Drive 1999 0.935 -9.1 17.1 9.9 LOS A 51.2 1309.6 5.51 19.2 103 Bobier Drive & Dorsey Way 2015 0.936 -9.2 36.5 15.6 LOS C 32.6 834.9 8.72 25.4 107 Bobier Drive & Bobier Elementary
East Lot Driveway
2231 0.994 -14.5 14.5 7.6 LOS A 218.7 5598.2 4.73 19.1
101 Bobier Drive & Knapp Drive 1524 0.636 33.7 14.6 7.1 LOS A 7.0 179.7 3.03 13.7 103 Bobier Drive & Dorsey Way 1600 0.637 33.4 22.7 8.0 LOS A 6.4 163.1 3.58 16.3 107 Bobier Drive & Bobier Elementary
East Lot Driveway
1872 0.816 4.1 32.1 10.6 LOS B 15.8 405.6 5.51 17.3
Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included).

Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.

Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects.

SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Lt d | sidrasolutions.co m Organisation: STC TRAFFIC, INC. | Licence: NETWORK / 1PC | Created: Monday, July 31, 2023 9:58:18 PM Project: R:\Shared With Me\STC Data\Projects\Vista\23.0615.0012_Bobier Drive Roundabout Concept and Traffic Study\06_Planning\S IDRA\Bobier Drive Traffic Study - BLS.sip9 AM
PM
School
Release
Period
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Traffic Analysis Report 26

W. Bobier Drive Traffic Analysis

Appendix E

Bobier Elementary School Proposed
Site Plan
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18 ATTACHMENT E

Sample SANDAG SGIP Agreement

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1 GRANT AGREEMENT BETWEEN

THE SAN DIEGO ASSOCIATION OF GOVERNMENTS AND
[JURISDICTION NAME]
REGARDING [FULL PROJECT TITLE]
TRANSNET SMART GROWTH INCENTIVE PROGRAM – CYCLE 6
SANDAG CONTRACT NO. [ERP NUMBER]
THIS GRANT AGREEMENT (“Agreement”) is made and entered into effective as of the last signature date below by and between the San Diego Association of Governments (“SANDAG”) and [JURISDICTION NAME] (“Grantee”). This Agreement expires on [Month and Day, Year], unless amended in writing by mutual agreement of the parties.

The following recitals are a substantive part of this Agreement:

A. The SANDAG Board of Directors allocates funds under the TransNet local sales tax program to support local transportation-related infrastructure projects in the San Diego region through a competitive process.

B. The TransNet Extension Ordinance contains provisions to fund the Smart Growth Incentive Program (SGIP), for which funding began on April 1, 2008. The SGIP encompasses projects that better integrate transportation and land use and recognizes the comprehensive effort to integrate smart growth place-making, access to transit, and environmental justice.

C. In January 2010, the SANDAG Board of Directors approved Board Policy No. 035: Competitive Grant Program Procedures, which is available in its updated version at https://www.sandag.org/about/bylaws-and-policies. This Agreement and the Grantee’s performance are subject to Board Policy No. 035, as the same may be amended from time to time, which includes multiple “use it or lose it” provisions.

D. On November 22, 2024, the SANDAG Board of Directors approved the program eligibility and evaluation criteria for the SGIP Cycle 6 Call for Projects, including up to $45 million in funding from TransNet.

E. On [Insert Date], SANDAG issued a call for projects from local jurisdictions in San Diego County that wish to apply for a portion of the TransNet SGIP funds for use on climate action planning, planning, and capital improvement projects meeting certain criteria.

F. On [Insert Date], the SANDAG Board of Directors approved a list of recommended SGIP Cycle 6 projects for this competitive grant cycle, and one of those projects is the subject of this Agreement (Project). The Project Scope of Work and Budget, and Project Schedule are included as Attachments A and B, respectively.

G. The purpose of this Agreement is to establish the terms and conditions for SANDAG to provide Grantee with funding to implement the Project.

H. Although SANDAG will provide financial assistance to Grantee to support the Project, SANDAG will not take an active role or retain substantial control of the Project. Therefore, this Agreement is characterized as a funding agreement rather than a cooperative agreement. 05/26/2026
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2 NOW, THEREFORE, it is agreed as follows:

I. GRANT AWARD
A. The total amount payable by SANDAG to Grantee under this Agreement shall be the proportion of actual Project costs allocated to grant funding in the Project Budget (Attachment A) and shall not exceed the grant award of [dollar amount] (Fund Limit).

B. It is agreed and understood that this Agreement Fund Limit is a ceiling and that SANDAG will only reimburse the allowable cost of services rendered as authorized by SANDAG at or below the Fund Limit.

C. Grantee is included in the Regional Transportation Improvement Plan (RTIP). The TransNet MPO ID for the Project is [ID Number].

II. PROJECT BUDGET
The Grantee and SANDAG have agreed to a Project Budget outlined in Attachment A. The Grantee and third-party contractor(s) will incur obligations to the Project only as authorized by the Project Budget.

Grantee may, with prior written approval from the SGIP Program Manager, reallocate funds between tasks in the Project Budget as long as all of the following conditions are met:

1. The funds to be reallocated do not exceed an aggrega te amount of ten percent for any particular task in the Project Budget,

2. The reallocation does not negatively impact the benefits obtained from the Project, and

3. There is no increase to the Fund Limit or decrease to the matching funds.

Any other changes to the Project Budget require the issuance of an amendment to this Agreement.

III. MATCHING FUNDS
Grantee agrees to provide matching funds in an amount of [dollar amount] of the actual cost of the Project, estimated to be [number including two decimals (e.g., 15.00)] percent based on the Project Budget. If the actual cost of the Project exceeds the Project Budget, Grantee is responsible for 100 percent of the actual cost greater than the Project Budget.

A. Availability of Grant Funding
Except where expressly allowed in writing herein, credits for matching funds will be made or allowed only for work performed on and after the Agreement effective date and before the termination date of this Agreement, unless expressly permitted by SANDAG in writing.

B. Reduction of Matching Funds
The Grantee agrees that no matching funds may be reduced unless a reduction of the proportional share of the grant funding provided by SANDAG under this Agreement is also made.

C. Prompt Payment of Grantee’s Share of Matching Funds
Grantee agrees to complete all actions necessary to provide its share of the Project costs at or before the time the matching funds are needed from Grantee to pay for Project costs. The Grantee agrees to provide not less than its cumulative required match amount of Project costs prior to invoicing SANDAG for reimbursement. Each of Grantee’s invoices must include its matching fund 05/26/2026
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3 contribution, along with supporting, descriptive, and explanatory documentation for the matching funds provided.

IV. PROJECT MANAGER
Grantee’s Project Manager is [Project Manager].

The SGIP Program Manager is Goldy Herbon,.

Project Manager continuity and experience are deemed essential in Grantee’s ability to carry out the Project under the terms of this Agreement. Should the Grantee change the Project Manager, it will provide written notice to the SGIP Program Manager within ten business days of the change, including contact information for the new Project Manager.

V. NOTICE
All notices required to be given, by either party to the other, shall be deemed fully given when made in writing and received by the parties at their respective addresses:

San Diego Association of Governments
Attention: Grants Program Manager
401 B Street, Suite 800
San Diego, CA 92101
Grantee:
[Jurisdiction Name]
Attention: [Project Manager]
[Address]
[City, CA, ZIP]
VI. PROJECT IMPLEMENTATION
A. General
The Grantee agrees to carry out the Project as follows:

1. Project Description
Grantee agrees to perform the work as described in the Scope of Work included in Attachment A.

2. Grantee’s Capacity
The Grantee agrees to maintain or acquire sufficient legal, financial, technical, and managerial capacity to: (a) plan, manage, and complete the Project as described in Attachment A and provide for the use of any Project property; (b) carry out any safety and security aspects of the Project; and (c) comply with the terms of the Agreement and all applicable laws, regulations, and policies pertaining to the Project and the Grantee, as the same may be amended from time to time, including but not limited to Board Policy No. 035.

3. Project Schedule
The Grantee agrees to complete the Project according to the Project Schedule included in Attachment B and in compliance with Board Policy No. 035, as the same may be amended from time to time.
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4 4. Project Implementation and Oversight Requirements
Grantee agrees to comply with the Performance Measures included in Attachment C.

5. Changes to Project Scope of Work
This Agreement was awarded to Grantee based on the application submitted by Grantee with the intention that the awarded funds would be used to implement the Project as described in the project application. Any substantive deviation from Grantee’s Scope of Work during project implementation may require reevaluation or result in loss of funding. If Grantee knows or should have known that substantive changes to the Project will occur or have occurred, Grantee will immediately notify SANDAG in writing. SANDAG will then determine whether the Project is still consistent with the overall objectives of the grant program and whether the changes would have negatively affected the Project ranking during the competitive grant evaluation process.

SANDAG reserves the right to have grant funding withheld from Grantee, or refunded to SANDAG, due to Grantee’s failure to complete the Project satisfactorily or due to substantive changes to the Project not approved in advance by SANDAG.

B. Application of Laws
Should a federal or state law pre-empt or conflict with a local law, policy, or ordinance, the Grantee must comply with the federal or state law and implementing regulations. No provision of this Agreement requires the Grantee to observe or enforce compliance with any provision, perform any other act, or do any other task in contravention of federal, state, territorial, or local law, regulation, or ordinance. If compliance with any provision of this Agreement violates or would require the Grantee to violate any law, the Grantee agrees to notify SANDAG immediately in writing. Should this occur, SANDAG and the Grantee agree to make appropriate arrangements to proceed with or, if necessary, terminate the Project or affected portions expeditiously.

C. Changes in Project Performance
The Grantee agrees to notify SANDAG immediately, in writing, of any change in local law, conditions (including its legal, financial, or technical capacity), or any other event, including a force majeure event, that may adversely affect the Grantee’s ability to perform the Project under the terms of the Agreement and as required by Board Policy No. 035. The Grantee also agrees to notify SANDAG immediately, in writing, of any current or prospective major dispute, breach, default, or litigation that may adversely affect SANDAG’s interests in the Project; and agrees to inform SANDAG, also in writing, before naming SANDAG as a party to litigation for any reason, in any forum. At a minimum, the Grantee agrees to send each notice to SANDAG required by this subsection to SANDAG’s Grants Program Manager.
[Include the following CIS language for capital projects only.] D. Compliance Information System (CIS)
If Grantee will utilize persons other than its own employees to carry out work, Grantee and all of its third-party contractors and subcontractors (hereinafter “subcontractors”) shall report payment details using the SANDAG web-based CIS by the 15th of each month following receipt of payment by SANDAG. The CIS is available at https://sandag.sbdbe.com. CIS allows SANDAG to monitor the promptness of payment to subcontractors and will allow Grantee and its subcontractors to manage their own records, maintain accurate contract information, and report payment details online. CIS is mandatory for Grantee and subcontractors to use unless SANDAG instructs otherwise. After execution of this Agreement, Grantee will receive instructions on how to set up its account and enter required subcontractor data into CIS via an internet browser. Grantee must require each subcontractor to enter the required payment information into CIS. Failure of Grantee or its 05/26/2026
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5 subcontractors to enter required information and confirm payments on a timely basis will delay payment by SANDAG to Grantee until Grantee has cured any defects or provided the missing information. Should Grantee fail to provide the required information, SANDAG shall have sole discretion regarding whether to withhold payment or terminate this Agreement.

E. Licenses and Permits
Grantee represents and warrants to SANDAG that Grantee and its subcontractors will have all necessary licenses, permits, qualifications and approvals of whatever nature that are required to legally practice its profession and perform services under this Agreement at all times during the term of this Agreement.
[Include the following DIR language for capital projects only.] F. Registration with DIR and Prevailing Wage Requirements All provisions of this section shall be passed through to any subcontractors performing work related to this Agreement. Additional requirements for public works projects are included in Attachment D.

1. Payment of Prevailing Wages
Grantee acknowledges that any work that qualifies as a “public work” within the meaning of California Labor Code section 1720 shall cause Grantee and its subcontractors to comply with the provisions of California Labor Code sections 1775 et seq, which includes the payment of prevailing wages to all workers performing prevailing wage work.

2. Public Works Contractor Registration With DIR
If Grantee or its subcontractors will engage in the performance of a public work as defined by California Labor Code sections 1720 et seq. and will utilize persons who are not employees of a public entity, registration and payment of an annual registration fee to the DIR shall be required of each entity performing the work. This requirement applies to anyone affected by the public works statutes found in the California Labor Code, including but not limited to landscapers, fencers, surveyors, soil testers, dredgers, heavy equipment operators, and inspectors. Registration can be completed online at https://www.dir.ca.gov/public-works/contractor-registration.html.

3. Subcontract Requirements
If Grantee will award any subcontracts for the performance of a public work:
a. Grantee will create a Project Registration Form (PWC-100 form) for each subcontract using the online database of the California Department of Industrial Relations (DIR). b. Grantee shall notify SANDAG ten business da ys prior to the subcontractor performing the prevailing wage work so SANDAG can prepare for labor compliance monitoring. Grantee will provide to SANDAG the name, DIR registration number, and contractor’s license numbers of each subcontractor so SANDAG or its labor compliance designee can verify, that the selected subcontractor is currently licensed and registered with the DIR. If SANDAG finds that the selected subcontractor is not licensed and registered with the DIR, SANDAG will promptly notify Grantee and Grantee will be required to notify the selected subcontractor to stop work.
c. If there are any changes to a subcontractor or lower-tier subcontractor, Grantee will advise SANDAG of these changes as soon as those changes are known to the Grantee. 05/26/2026
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6 4. Certified Payroll Reporting to DIR
Grantee and all subcontractors performing a public work under this Agreement shall use the DIR’s Electronic Certified Payroll Reporting (eCPR) System, available at https://www.dir.ca.gov/Public-Works/Certified-Payroll-Reporting.html, to furnish certified payroll records to the California Labor Commissioner. Grantee and its subcontractors are required to utilize the eCPR system throughout the entire duration of the public work.

5. Certified Payroll Reporting to SANDAG
In addition to the eCPR system, Grantee and all subcontractors performing a public work shall utilize the SANDAG Labor Compliance Monitoring System (LCMS), available at https://www.sandag.org/about/work-with-us/labor-compliance-monitoring-program to furnish certified payroll records to SANDAG. If Grantee desires to utilize a different system to provide certified payroll records to SANDAG, it must request prior authorization and receive approval in writing from the Grants Program Manager.

Grantee will be required to enter all of its subcontractors’ information into LCMS on an ongoing basis. The SANDAG LCMS will allow Grantee to convert certified payroll records to the XML file format for upload to the DIR system.

6. Retention and Inspection of Payroll Record s and Employment of Registered Apprentices Grantee agrees to comply and cause any of its applicable subcontractors to comply with Labor Code section 1776 regarding retention and inspection of payroll records and noncompliance penalties, Labor Code section 1777.5 regarding employment of registered apprentices, and Labor Code section 1813 regarding forfeiture for violations of the maximum hours per day and per week provisions contained in the same chapter. ln order to ensure compliance with the Labor Code, Grantee and its subcontractors shall be subject to site visits and spot-check audits by SANDAG or its labor compliance designee. During these audits and inspections, SANDAG or its designee may request Grantee or subcontractor records, including but not limited to certified payroll, apprenticeship, and other ancillary records at any time during the term of the Agreement.

If such an audit or site visit discloses that Grantee or a subcontractor has not kept complete and accurate records or complied with the requirements of the California Labor Code, SANDAG will notify the Grantee and request that the Grantee complete a written Action Plan that includes specific actions the Grantee will take to remedy the outstanding issues and a timeline to bring the Project into compliance. Should the Grantee be unable to submit its Action Plan by the deadline included in the notice or complete its Action Plan in a timely manner, SANDAG will notify the DIR of potential labor compliance issues related to the Project.

Additionally, if Grantee was provided an exception to utilizing the SANDAG LCMS, Grantee will be required to input and submit all applicable certified payrolls and accompanying documentation related to the Project, retroactive to the start of the Project, into the SANDAG LCMS.

G. Standard of Care
Grantee expressly warrants that the work to be performed under this Agreement shall be performed in accordance with the applicable standard of care. Where approval by SANDAG, its management, or other representative of SANDAG is indicated in the Scope of Work, it is understood to be conceptual approval only and does not relieve the Grantee of responsibility for complying with all laws, codes, industry standards, and liability for damages caused by negligent acts, errors, omissions, noncompliance with industry standards, or the willful misconduct of the Grantee or its third-party contractors.
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7 H. Third-Party Contracting
Although the Grantee may delegate any or almost all Project responsibilities to one or more third- party contractors, the Grantee agrees that it, rather than any third-party contractor, is ultimately responsible for compliance with all applicable laws, regulations, and this Agreement. The first invoice utilizing any third-party contractor shall be accompanied by evidence of compliance with the following requirements:

1. Competitive Procurement
Grantee shall not award contracts with a cumulative value over $10,000 based on a noncompetitive procurement for work to be performed under this Agreement without the prior written approval of the SGIP Program Manager for such sole source. A Sole Source Request template can be obtained by contacting the SGIP Program Manager. Grantee shall submit its Request for Proposals or bid solicitation documents to SANDAG staff when requesting reimbursement of any third-party contractor expenses to ensure a competitive process was used.

If Grantee hires a third-party contractor to carry out work funded under this Agreement, Grantee shall: prepare a cost estimate prior to soliciting proposals/bids; publicly advertise for competing proposals/bids for the work; for professional services, use cost as a significant evaluation factor in selecting the third-party contractor; document a record of negotiation establishing that the amount paid by Grantee for the work is fair and reasonable; and pass through the relevant obligations in this Agreement to the third-party contractor.

2. Debarment
Grantee and its third-party contractors shall review debarment and suspension websites to confirm the proposed third-party contractor has not been disqualified from doing business with government entities. The documentation showing a lack of debarment shall be obtained from the following two websites:
 Grantee will check the System for Award Management (SAM) at www.sam.gov to verify the third-party contractor and all of its subcontractors are not currently debarred or suspended by the federal government.
 Entities in the United States are banned from doing business with companies with ownership based in countries such as Cuba, Sudan and China due to United States trade sanctions. A search on the US Treasury’s Office of Foreign Assets Control (OFAC) website can ensure Grantee will not be doing business with a vendor that is subject to trade sanctions. This can be done at https://sanctionssearch.ofac.treas.gov/.

3. Flowdown
Grantee agrees to take appropriate measures necessary, including the execution of a subagreement, lease, third-party contract, or other contractual agreement, to ensure that all Project participants, including alternate payees or third-party contractors at any tier, comply with all applicable federal laws, regulations, policies affecting Project implementation and Agreement requirements. In addition, if an entity other than the Grantee is expected to fulfill any responsibilities typically performed by the Grantee, the Grantee agrees to assure that the entity carries out the Grantee’s responsibilities as outlined in this Agreement. 05/26/2026
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8 4. No SANDAG Obligations to Third Parties
In connection with the Project, the Grantee agrees that SANDAG shall not be subject to any obligations or liabilities to any subcontractor, lessee, third-party contractor at any tier, or other person or entity that is not a party to the Agreement for the Project. Notwithstanding that SANDAG may have concurred in or approved any solicitation, subagreement, lease, alternate payee designation, or third-party contract at any tier, SANDAG has no obligations or liabilities to any entity other than the Grantee.

5. Equipment Purchases
Grantee shall maintain ownership of any equipment purchased using Agreement funding and shall use such equipment only for the purposes outlined in this Agreement. The parties agree to meet and confer in good faith to ensure the equipment's continued use for the intended purposes, which may include reimbursement to SANDAG when the fair market value of the equipment at Project completion exceeds $5,000. SANDAG and Grantee further agree that Grantee shall keep an inventory record for each piece of equipment purchased under this Agreement and maintain each piece of equipment in good operating order consistent with the purposes for which they were intended. SANDAG shall have the right to conduct periodic maintenance inspections to confirm the equipment's existence, condition, and proper maintenance.

VII. ETHICS
A. Grantee Code of Conduct/Standards of Conduct
The Grantee agrees to maintain a written code of conduct or standards of conduct that shall govern the actions of its officers, employees, council or board members, or agents engaged in the award or administration of subagreements, leases, or third-party contracts supported with the grant funding.

The Grantee agrees that its code of conduct or standards of conduct shall specify that its officers, employees, council or board members, or agents may neither solicit nor accept gratuities, favors, or anything of monetary value from any present or potential subcontractor, lessee, or third-party contractor at any tier or agent thereof. The Grantee may set de minimis rules where the financial interest is not substantial, or the gift is an unsolicited item of nominal intrinsic value. The Grantee agrees that its code of conduct or standards of conduct shall also prohibit its officers, employees, board members, or agents from using their respective positions in a manner that presents a real or apparent personal or organizational conflict of interest or personal gain. As permitted by state or local law or regulations, the Grantee agrees that its code of conduct or standards of conduct shall include penalties, sanctions, or other disciplinary actions for violations by its officers, employees, council or board members, or their agents, or its third-party contractors or subcontractors or their agents.

B. Personal Conflic ts of Interest
The Grantee agrees that its code of conduct or standards of conduct shall prohibit the Grantee’s employees, officers, council or board members, or agents from participating in the selection, award, or administration of any third-party contract or subagreement supported by the grant funding if a real or apparent conflict of interest would be involved. Such a conflict would arise when an employee, officer, board member, or agent, including any member of their immediate family, partner, or organization that employs, or intends to employ, any of the parties listed herein have a financial interest in a firm competing for award.
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9 C. Organizational Conflicts of Interest
The Grantee agrees that its code of conduct or standards of conduct shall include procedures for identifying and preventing real and apparent organizational conflicts of interest. An organizational conflict of interest exists when the nature of the work to be performed under a proposed third-party contract or subagreement may, without some restrictions on future activities, result in an unfair competitive advantage to the third-party contractor or subcontractor or impair its objectivity in performing the contract work.

D. SANDAG Code of Conduct
SANDAG has established policies concerning potential conflicts of interest. These policies apply to Grantee. For all awards by SANDAG, any practices that might result in unlawful activity are prohibited, including, but not limited to, rebates, kickbacks, or other unlawful considerations.

SANDAG staff members are specifically prohibited from participating in the selection process when those staff have a close personal relationship, family relationship, or past (within the last 12 months), present, or potential business or employment relationship with a person or business entity seeking a contract with SANDAG. It is unlawful for any contract to be made by SANDAG if any individual Board member or staff has a prohibited financial interest in the contract. Staff also are prohibited from soliciting or accepting gratuities from any organization seeking funding from SANDAG. SANDAG’s officers, employees, agents, and board members shall not solicit or accept gifts, gratuities, favors, or anything of monetary value from consultants, potential consultants, or parties to subagreements. By signing this Agreement, Grantee affirms that it has no knowledge of an ethical violation by SANDAG staff or Grantee. If Grantee has any reason to believe a conflict of interest exists concerning the Agreement or the Project, it shall notify the SANDAG Office of General Counsel immediately.

E. Bonus or Commission
The Grantee affirms that it has not paid and agrees not to pay any bonus or commission to obtain approval of its grant funding application for the Project.

F. False or Fraudulent Statements or Claims
The Grantee acknowledges and agrees that by executing the Agreement for the Project, the Grantee certifies or affirms the truthfulness and accuracy of each statement it has made, it makes, or it may make in connection with the Project, including, but not limited to, the Grantee’s grant application, progress reports, and invoices.

VIII. PAYMENTS
A. Reimbursement Basis
Payment to Grantee for work performed pursuant to this Agreement will be on a reimbursement basis and will be based on actual, substantiated, and allowable costs incurred by the Grantee with documentation provided to SANDAG.

B. Alternate Payee
If the Grantee designates a party as an Alternate Payee, Alternate Payee is authorized to submit payment requests directly to SANDAG to receive reimbursement for allowable Project costs. This does not alleviate Grantee from all obligations under this Grant Agreement. 05/26/2026
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10 C. Invoicing
Grantee or Alternate Payee is required to submit invoices no more often than quarterly using a template provided by SANDAG. Invoices must be accompanied by a quarterly report using the quarterly report template provided by SANDAG. SANDAG will make payments for eligible amounts to Grantee or Alternate Payee as promptly as SANDAG fiscal procedures permitwithin 30 days upon receipt of Grantee’s or Alternate Payee’s itemized signed invoice(s), backup, deliverables, and confirmation by the SGIP Program Manager that Grantee is in compliance with the reporting and other requirements in this Agreement. SANDAG shall retain 10 percent from the amounts invoiced until the satisfactory completion of the Project. SANDAG shall promptly pay retention amounts to Grantee or Alternate Payee following satisfactory completion of the Scope of Work, including but not limited to receipt of all deliverables, completion of a final site visit and notification that all labor compliance requirements have been met (for capital projects), the final invoice, and all required documentation.

D. Eligible Costs
The Grantee agrees that Project costs eligible for grant funding must comply with the following requirements unless SANDAG determines otherwise in writing. To be eligible for reimbursement, Project costs must be:

1. Consistent with the Project Scope of Work, Schedule, and Projec t Budget, and other provisions of the Agreement.

2. Necessary to accomplish the Project.

3. Reasonable for the goods or services purchased.

4. Actual net costs to the Grantee (i.e., the pric e paid minus any refunds, rebates, or other items of value received by the Grantee that reduces the cost actually incurred, excluding program income). Project-generated revenue realized by the Grantee shall be used to support the Project. Project-generated revenue and expenditures, if any, shall be reported at the end of the Agreement period.

5. Incurred for work performed on or after the Ag reement effective date and before the termination date, and also must have been paid for by the Grantee.

6. Satisfactorily documented with supporting doc umentation, which will be submitted with each invoice. Copies of third-party contractor invoices are required for goods or services provided by third parties.

7. Treated consistently following generally accept ed accounting principles and procedures for the Grantee and any third-party contractors and subcontractors, (see Section entitled “Accounting, Reporting, Record Retention, and Access”).

8. Eligible for grant funding as part of the gr ant program through which the funds were awarded.

9. Indirect costs are only allowable if they we re included in the Grantee’s original project application and Project Budget and were approved by SANDAG.

E. Excluded Costs
In determining the amount of TransNet funds SANDAG will provide for the Project, SANDAG will exclude the following:
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11 1. Any Project cost incurred by the Grantee bef ore the Effective Date of the Agreement or applicable Amendment.

2. Any cost that is not included in the Project Budget.

3. Any cost for Project property or services received in connection with a subagreement, lease, third-party contract, or other arrangement that is required to be, but has not been, concurred in or approved in writing by SANDAG.

4. Any cost ineligible for SANDAG participation as provided by applicable laws, regulations, or policies.

5. Indirect costs unless they were included in the Grantee’s original project application and Project Budget and were approved by SANDAG.

The Grantee understands and agrees that payment to the Grantee for any Project cost does not constitute SANDAG’s final decision about whether that cost is allowable and eligible for payment under the Project and does not constitute a waiver of any violation by the Grantee of the terms of this Agreement or Board Policy No. 035 (as the same may be amended). The Grantee acknowledges that SANDAG will not make a final determination about the allowability and eligibility of any cost until the final payment has been made on the Project or the results of an audit of the Project requested by SANDAG or its Independent Taxpayers’ Oversight Committee (ITOC) have been completed, whichever occurs latest. If SANDAG determines that the Grantee is not entitled to receive any portion of the grant funding requested or paid, SANDAG will notify the Grantee in writing, stating its reasons. The Grantee agrees that Project closeout will not alter the Grantee’s responsibility to return any funds due to SANDAG as a result of later refunds, corrections, performance deficiencies, or other similar actions; nor will Project closeout alter SANDAG’s right to disallow costs and recover funds provided for the Project on the basis of a later audit or other review. Upon notification to the Grantee that specific amounts are owed to SANDAG, whether for excess payments of grant funding, disallowed costs, or funds recovered from third parties or elsewhere, the Grantee agrees to promptly remit to SANDAG the amounts owed, including applicable interest, penalties and administrative charges.

IX. ACCOUNTING, REPORTING, RECORD RETENTION, AND ACCESS A. Project Accounts
The Grantee and Alternate Payee agree to establish and maintain for the Project either a separate set of accounts or separate accounts within the framework of an established accounting system that can be identified with the Project. The Grantee and Alternate Payee also agree to maintain documentation of all checks, payrolls, invoices, contracts, vouchers, orders, or other accounting documents related in whole or in part to the Project so that they may be clearly identified, readily accessible, and available to SANDAG upon request and, to the extent feasible, kept separate from documents not related to the Project.

B. Reports

1. The Grantee agrees to submit to SANDAG all reports required by law and regulation, policy, this Agreement, or any other reports SANDAG may specify. SANDAG reserves the right to specify that records be submitted in particular formats. Grantee may be required to attend meetings of SANDAG staff and committees, including but not limited to the TransNet Independent Taxpayer Oversight Committee, Transportation and Regional Planning Committees and the SANDAG Board of Directors, to report on its progress and respond to questions from Committee or Board Members or the public. 05/26/2026
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12 2. Grantee’s performance shall be monitored fo r consistency with the Scope of Work. SANDAG will utilize Performance Measures (Attachment C) and the SANDAG Grant Monitoring Checklist provided by the SGIP Program Manager, to document compliance with this Agreement.

Grantee’s performance will be measured against the Performance Measures during the term of this Agreement. If the Grantee does not comply with provisions in this Agreement or achieve minimum performance requirements, SANDAG will issue Grantee a written Notice to Complete a Recovery Plan (Notice). Grantee’s Recovery Plan shall include a detailed description of how Grantee intends to come into compliance with the Agreement or Performance Measures.

Grantee’s Recovery Plan must include an implementation schedule that reflects compliance with the Agreement as referenced in the Notice, or achievement of its performance measure minimums within three months following the issue date of the Notice. Grantee must submit its Recovery Plan to the SGIP Program Manager within 30 calendar days following the issue date of the Notice. If Grantee’s performance is inconsistent with that proposed in its Recovery Plan, SANDAG, in its sole discretion, may terminate this Agreement.

3. Grantee must submit quarterly reports and invo ices to SANDAG, detailing accomplishments in the quarter, anticipated progress next quarter, pending issues and actions toward resolution, and status of the Project’s budget, schedule, and Performance Measures using templates provided by SANDAG. The Quarterly Progress Report shall be submitted to SANDAG within 30 days after each period close, covering January 1 to March 31; April 1 to June 30; July 1 to September 30; and October 1 to December 31. Grantee will not be paid until all reports are completed and provided to SANDAG in the format and with the content SANDAG requires.

Furthermore, the Grantee agrees to provide project milestone information (such as presentations to community groups, other agencies, and elected officials, groundbreakings, and ribbon-cuttings) to support media and communications efforts. Grantee needs to document and track in-kind contributions designated as matching funds as part of project management.

Grantee must provide all deliverables identified in the Scope of Work in order to receive payment.

4. Press materials shall be provided to SANDAG staff before they are distributed. SANDAG logo(s) should be included in press materials and other project collateral based on logo usage guidelines to be provided by SANDAG. Grantee agrees to provide project milestone information to support media and communications efforts.

5. Grantee is responsible for the following photo documentation:
 For capital projects, pre-construction photos, which should illustrate the conditions of the project site before construction and demonstrate the need for improved facilities.  Project milestone photos (such as workshops, presentations to community groups, other agencies, and elected officials)
 Photos should be high resolution (at least 4 inches by 6 inches with a minimum of 300 pixels per inch) and be provided to SANDAG with captions including project descriptions, dates, locations, and the names of those featured, if appropriate. Grantees must obtain the consent of all persons featured in photos (or that of a parent or guardian of persons under the age of 18) by using the SANDAG Photo and Testimonial Release form to be provided by SANDAG, or a similar release form developed by Grantee and agreed upon by SANDAG.

C. Record Retention
During the course of the Project and for three years thereafter from the date of transmission of the final invoice, the Grantee agrees to maintain, intact and readily accessible, all communications, data, documents, reports, records, contracts, and supporting materials relating to the Project, as 05/26/2026
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13 SANDAG may require. All communications and information provided to SANDAG become the property of SANDAG and public records, as such, may be subject to public review. Please see SANDAG’s Board Policy No. 015: Records Management Policy, which is available at https://www.sandag.org/about/bylaws-and-policies, for information regarding the treatment of documents designated as confidential.

D. Meeting Records
Grantee shall provide SANDAG with agendas and meeting summaries for all community meetings.

SANDAG staff may attend any meetings as appropriate.

E. Access to Records of Grantees and Third-Party Contractors The Grantee agrees to permit, and require its third-party contractors to permit, SANDAG or its authorized representatives, upon request, to inspect all Project work, materials, payrolls, and other data, and to audit the books, records, and accounts of the Grantee and its third-party contractors pertaining to the Project.

X. PROJECT COMPLETION, AUDIT, SETTLEMENT, AND CLOSEOUT
A. Project Completion
Within 90 calendar days following Project completion or termination by SANDAG, the Grantee agrees to submit a final invoice of Project expenses and final reports, as applicable. All payments made to the Grantee shall be subject to review for compliance by SANDAG with the requirements of this Agreement and shall be subject to an audit upon completion of the Project.

B. Project Audit
The Grantee agrees to have financial, performance, and compliance audits performed as SANDAG may require. The Grantee agrees that Project closeout will not alter the Grantee’s audit responsibilities. Audit costs are allowable Project costs.

C. Performance Audit
The Grantee agrees to cooperate with SANDAG or ITOC regarding any performance audit performed on the Project.

D. Project Closeout
Project closeout occurs when SANDAG notifies the Grantee that SANDAG has closed the Project, and, if applicable, either forwards the final grant funding payment and or acknowledges that the Grantee has remitted the proper refund. The Grantee agrees that Project closeout by SANDAG does not invalidate any continuing requirements imposed by the Agreement or any unmet requirements outlined in a written notification from SANDAG.

XI. TIMELY PROGRESS AND RIGHT OF SANDAG TO TERMINATE
A. Grantee shall make diligent and timely progress toward completion of the Project within the timelines outlined in the Project Schedule and consistent with Board Policy No. 035 and any amendments thereto.

B. In the event Grantee encounters or anticipates difficulty in meeting the Project Schedule, the Grantee shall immediately notify the SGIP Program Manager in writing, and shall provide pertinent details, including the reason(s) for the delay in performance and the date by which Grantee expects 05/26/2026
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14 to complete performance or delivery. This notification shall be informational in character only and receipt of it shall not be construed as a waiver by SANDAG of a project delivery schedule or date, or any rights or remedies provided by this Agreement, including Board Policy No. 035 requirements.

C. Grantee agrees that SANDAG, at its sole discretion, may suspend or terminate all or any part of the grant funding if the Grantee fails to make reasonable progress on the Project and/or violates the terms of the Agreement or Board Policy No. 035 (as the same may be amended from time to time), or if SANDAG determines that the continuation of grant funding for the Project would not adequately serve the purpose of the laws or policies authorizing the Project.

D. In general, termination of grant funding for the Project will not invalidate obligations properly incurred by the Grantee before the termination date to the extent those obligations cannot be canceled. If, however, SANDAG determines that the Grantee has willfully misused grant funding by failing to make adequate progress, complete the Scope of Work, meet the performance measures, or failing to comply with the terms of the Agreement, SANDAG reserves the right to require the Grantee to refund to SANDAG the entire amount of grant funding provided for the Project or any lesser amount as SANDAG may determine.

E. Expiration of any Project time period established in the Project Schedule will not automatically constitute an expiration or termination of the Agreement for the Project. However, Grantee must request, and SANDAG may agree to amend the Agreement in writing if the Project Schedule will not be met. An amendment to the Project Schedule may be made at SANDAG’s discretion if Grantee’s request is consistent with the provisions of Board Policy No. 035.

XII. CIVIL RIGHTS
The Grantee agrees to comply with all applicable civil rights laws, regulations and policies and shall include the provisions of this section in each subagreement, lease, third-party contract or other legally binding document to perform work funded by this Agreement. Applicable civil rights laws, regulations and policies include, but are not limited to, the following:

A. Nondiscrimination
SANDAG implements its programs without regard to income level, disability, race, color, and national origin in compliance with the Americans with Disabilities Act and Title VI of the Civil Rights Act. Grantee shall prohibit discrimination on these grounds, notify the public of their rights under these laws, and utilize a process for addressing complaints of discrimination. Furthermore, Grantee shall make the procedures for filing a complaint available to members of the public and will keep a log of all such complaints. Grantee must notify SANDAG immediately if a complaint related to the Project or program funded by this grant is lodged. If Grantee receives a Title VI-related or ADA- related complaint, Grantee must notify SANDAG in writing within 72 hours of receiving the complaint so that SANDAG can determine whether it needs to carry out its own investigation.

B. Equal Employment Opportunity
During the performance of this Agreement, Grantee and all of its third-party contractors, if any, shall not unlawfully discriminate, harass, or allow harassment against any employee or applicant for employment because of sex, race, color, ancestry, religious creed, national origin, disability (including HIV and AIDS), mental disability, medical condition (cancer), age (over 40), marital status, denial of family and medical care leave, denial of pregnancy disability leave, veteran status, or sexual orientation. Grantee and its third-party contractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free from such discrimination and harassment. Grantee and its third-party contractors shall comply with the provisions of the Fair Employment and Housing Act (California Government Code Section 12900, et seq.) and the 05/26/2026
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15 applicable regulations promulgated thereunder (California Code of Regulations, Title 2, Section 7285.0, et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing California Government Code Section 12990 (a-f), outlined in Chapter 5 of Division 4 of Title 2 of the California Code of Regulations, are incorporated into this Agreement by this reference and are made a part hereof as if set forth in full. Grantee and its third-party contractors shall give written notice of their obligations under this clause to labor organizations with a collective bargaining or other Agreement.

XIII. DISPUTES AND VENUE
A. Choice of Law
This Agreement shall be interpreted under the laws of the State of California.

B. Dispute Resolution Process
If Grantee has a dispute with SANDAG during the performance of this Agreement, Grantee shall continue to perform unless SANDAG informs Grantee in writing to cease performance. The dispute resolution process for disputes arising under this Agreement shall be as follows:

1. Grantee shall submit a statement of the grounds for the dispute, including all pertinent dates, names of persons involved, and supporting documentation, to the SGIP Program Manager.

The SGIP Program Manager and other appropriate SANDAG staff will review the documentation promptly and reply to Grantee within 20 calendar days. Upon receipt of an adverse decision by SANDAG, Grantee may submit a request for reconsideration to SANDAG’s Chief Executive Officer or designee. The request for reconsideration must be received within ten calendar days from the postmark date of SANDAG’s reply. The Chief Executive Officer or designee will respond in writing to the request for reconsideration within ten working days.

2. If Grantee is dissatisfied with the resu lts following the exhaustion of the above dispute resolution procedures, Grantee shall make a written request to SANDAG for appeal to the SANDAG applicable policy advisory committee . SANDAG shall respond to a request for mediation within 30 calendar days. The decision of the applicable policy advisory committee shall be final. In the event that more than one policy advisory committee is responsible to make recommendations related to SGIP grant awards, the written request shall be submitted to the next regularly scheduled policy advisory committee.

C. Venue
If any action is brought to interpret or enforce any term of this Agreement, the action shall be brought in a state or federal court situated in the County of San Diego, State of California. In the event of any such litigation between the parties, the prevailing party shall be entitled to recover all reasonable costs incurred, including reasonable attorney’s fees, litigation and collection expenses, witness fees, and court costs as determined by the court.

XIV. ASSIGNMENT
Grantee shall not assign, sublet, or transfer (whether by assignment or novation) this Agreement or any rights under or interest in this Agreement.
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16 XV. INDEMNIFICATION AND HOLD HARMLESS
A. Generally
With regard to any claim, protest, or litigation arising from or related to the Grantee’s performance in connection with or incidental to the Project or this Agreement, Grantee agrees to defend, indemnify, protect, and hold SANDAG and its agents, officers, Board members, and employees harmless from and against any and all claims, including, but not limited to prevailing wage claims against the Project, asserted or established liability for damages or injuries to any person or property, including injury to the Grantee’s or its third-party contractors’ employees, agents, or officers, which arise from or are connected with or are caused or claimed to be caused by the negligent, reckless, or willful acts or omissions of the Grantee and its third-party contractors and their agents, officers, or employees, in performing the work or services herein, and all expenses of investigating and defending against same, including attorney fees and costs; provided, however, that the Grantee’s duty to indemnify and hold harmless shall not include any claims or liability arising from the established sole negligence or willful misconduct of SANDAG, its Board of Directors, agents, officers, or employees.

B. Intellectual Property
Upon request by SANDAG, the Grantee agrees to indemnify, save, and hold harmless SANDAG and its Board of Directors, officers, agents, and employees acting within the scope of their official duties against any liability, including costs and expenses, resulting from any willful or intentional violation by the Grantee of proprietary rights, copyrights, or right of privacy, arising out of the publication, translation, reproduction, delivery, use, or disposition of any data furnished under the Project. The Grantee shall not be required to indemnify SANDAG for any liability caused solely by the wrongful acts of SANDAG employees or agents.

XVI. INDEPENDENT CONTRACTOR
A. Status of Grantee
Grantee shall perform the services provided for within this Agreement as an independent contractor, not an employee of SANDAG. Grantee shall be under the control of SANDAG as to the result to be accomplished and not the means. The payments made to Grantee under this Agreement shall be the full compensation to which Grantee is entitled. SANDAG shall not make any federal or state tax withholdings on behalf of Grantee. SANDAG shall not be required to pay any workers’ compensation insurance on behalf of Grantee. Grantee agrees to indemnify SANDAG for any tax, retirement contribution, social security, overtime payment, or workers’ compensation payment which SANDAG may be required to make on behalf of Grantee or any employee of Grantee for work done under this Agreement.

B. Actions on Behalf of SANDAG
Except as SANDAG may specify in writing, Grantee shall have no authority, express or implied, to act on behalf of SANDAG in any capacity whatsoever, as an agent or otherwise. Grantee shall have no authority, express or implied, to bind SANDAG or its members, agents, or employees to any obligation whatsoever unless expressly provided for in this Agreement.

XVII. SEVERABILITY AND INTEGRATION
If any provision of the Agreement is determined invalid, the remainder of that Agreement shall not be affected if that remainder continues to conform to the requirements of applicable laws or regulations. 05/26/2026
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17 This Agreement, with its attachments and the resolution from Grantee’s governing body submitted with its application, represents the entire understanding of SANDAG and Grantee regarding those matters. No prior oral or written understanding shall be of any force or effect concerning those matters covered herein.

This Agreement may not be modified or altered except in writing, signed by SANDAG and the Grantee.

XVIII. SIGNATURES
The individuals executing this Agreement represent and warrant that they have the legal capacity and authority to do so on behalf of their respective legal entities.

IN WITNESS WHEREOF, the parties have executed this Agreement as of the last signature date below.

SAN DIEGO ASSOCIATION OF

GOVERNMENTS
[JURISDICTION NAME]
SUSAN HUNTINGTON Date
Director of Financial Planning, Budgets,
and Grants
[FULL NAME] Date [Title]
APPROVED AS TO FORM:

Office of General Counsel Date

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18 ATTACHMENT A

SCOPE OF WORK AND PROJECT BUDGET
(Contracts to Insert final Scope and Project Budget from Excel file) 05/26/2026
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19 ATTACHMENT B

PROJECT SCHEDULE
(Contracts to Insert final Project Schedule from Excel file) 05/26/2026
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20 ATTACHMENT C

PERFORMANCE MEASURES
Grantee must provide sufficient evidence that demonstrates the use of grant funding meets all SGIP goals and objectives. Grantee agrees to the following performance measures:
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21 ATTACHMENT D

PUBLIC WORKS REQUIREMENTS
Any subcontract entered into as a result of the Agreement, shall contain all the provisions of these Public Works Requirements. Use of the term “Contractor” herein shall refer to “Grantee and its third-party contractors” as defined in the Agreement and use of the term “Contract” herein shall refer to the “Agreement”.
7 1.01A LABOR CODE REQUIREMENTS
7 1.01A(1) HOURS OF LABOR
Eight (8) hours labor constitutes a legal day’s work. The Contractor or any subcontractor under the Contractor shall forfeit, as a penalty to SANDAG, twenty five dollars ($25) for each worker employed in the execution of the Contract by the respective Contractor or subcontractor for each calendar day during which that worker is required or permitted to work more than 8 hours in any one calendar day and forty (40) hours in any one calendar week in violation of the requirements of the Labor Code, and in particular, §§1810 - 1815, thereof, inclusive, except that work performed by employees of Contractors in excess of eight (8) hours per day, and forty (40) hours during any one week, shall be permitted upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one half times the basic rate of pay, as provided in §1815 thereof.
7 1.01A(2) PREVAILING WAGE
The Contractor shall pay wage rates consistent with the State of California Labor Code and the California Department of Industrial Relations.

The wage rates determined by the Director of Industrial Relations can be found in the State Prevailing Wage Rates. If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this Contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this Contract in the same manner as if it had been published in said publication. If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of this Contract, each successive predetermined wage rate shall apply to this Contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rates expires during the life of this Contract, such wage rate shall apply to the balance of the Contract.

Contractor and any subcontractor under Contractor shall comply with Labor Code §§1774 and 1775.

Pursuant to Section 1775, the Contractor and any subcontractor under the Contractor shall forfeit to SANDAG a penalty of not more than two-hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the Contract by the Contractor or by any subcontractor under the Contractor in violation of the requirements of the Labor Code and in particular, Labor Code §§ 1770 to 1780, inclusive. The amount of this forfeiture shall be determined by the Labor Commissioner and shall be based on consideration of the mistake, inadvertence, or neglect of the Contractor or subcontractor in failing to pay the correct rate of prevailing wages, or the previous record of the Contractor or subcontractor in meeting their respective prevailing wage obligations, or the willful failure by the Contractor or subcontractor to pay the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct rate of prevailing wages is not excusable if the Contractor or subcontractor had knowledge of the obligations under the Labor Code. In addition to the penalty and pursuant to Labor Code §1775, the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each 05/26/2026
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22 worker was paid less than the prevailing wage rate shall be paid to each worker by the Contractor or subcontractor. If a worker employed by a subcontractor on a public works project is not paid the general prevailing per diem wages by the subcontractor, the prime contractor of the project is not liable for the penalties described above unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:

A. The contract executed between Contractor and the subcontractor for the performance of work on the Project shall include a copy of the requirements in §§1720.9, 1771, 1775, 1776, 1777.5, 1813, and 1815 of the Labor Code.

B. Contractor shall monitor the payment of the sp ecified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.

C. Upon becoming aware of the subcontractor’s failu re to pay the specified prevailing rate of wages to the subcontractor’s workers, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.

D. Prior to making final payment to the subcontract or for work performed on the public works project, Contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to the subcontractor’s employees on the public works project and any amounts due pursuant to Section 1813 of the Labor Code.

Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify a contractor on a public works project within fifteen (15) days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages. If the Division of Labor Standards Enforcement determines that employees of a subcontractor were not paid the general prevailing rate of per diem wages and if SANDAG did not retain sufficient money under the Contract to pay those employees the balance of wages owed under the general prevailing rate of per diem wages, Contractor shall withhold an amount of moneys due the subcontractor sufficient to pay those employees the general prevailing rate of per diem wages if requested by the Division of Labor Standards Enforcement. Contractor shall pay any money retained from and owed to a subcontractor upon receipt of notification by the Division of Labor Standards Enforcement that the wage complaint has been resolved. If notice of the resolution of the wage complaint has not been received by the Contractor within 180 days of the filing of a valid notice of completion or acceptance of the public works project, whichever occurs later, Contractor shall pay all moneys retained from the subcontractor to SANDAG. These moneys shall be retained by SANDAG pending the final decision of an enforcement action.

Pursuant to the requirements in Labor Code §1773, SANDAG has obtained the general prevailing rate of wages (which rate includes employer payments for health and welfare, pension, vacation, travel time and subsistence pay as provided for in Labor Code §1773.1, apprenticeship or other training programs authorized by Labor Code §3093, and similar purposes) applicable to the work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

The general prevailing wage rates and any applicable changes to these wage rates are available at the Labor Compliance Office at the offices of the District Director of Transportation for the district of Caltrans in which the work is situated or at the California Department of Industrial Relations’ website at:
http://www.dir.ca.gov.
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23 The wage rates determined by the Director of Industrial Relations for the project refer to expiration dates.

Prevailing wage determinations with a single asterisk after the expiration date are in effect on the date of advertisement for Bids and are good for the life of the Contract. Prevailing wage determinations with double asterisks after the expiration date indicate that the wage rate to be paid for work performed after this date has been determined. If work is to extend past this date, the new rate shall be paid and incorporated in the Contract. The Contractor shall contact the Department of Industrial Relations as indicated in the wage rate determinations to obtain predetermined wage changes.

Pursuant to §1773.2 of the Labor Code, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the Work.

Changes in general prevailing wage determinations that conform to Labor Code §1773.6 and Title 8 California Code of Regulations §16204 shall apply to the Project when issued by the Director of Industrial Relations at least ten (10) days prior to the date of the Notice to Contractors for the Project.

Pursuant to Labor Code §1720.9, “public works” shall include the hauling and delivery of ready-mixed concrete to carry out a public works contract for SANDAG. 7 1.01A(2)(A) TRAVEL AND SUBSISTENCE PAYMENTS
Contractor shall make travel and subsistence payments to each workman, needed to execute the Work, in conformance with the requirements in Labor Code Section 1773.1. 7 1.01A(3)(A) PAYROLL RECORDS – LABOR CODE REQUIREMENTS Attention is directed to the requirements in Labor Code §1776, a portion of which is quoted below.

Regulations implementing Labor Code §1776 are located in §§16200 et seq. of Title 8, California Code of Regulations.
“(a) Each contractor and subcontractor shall keep accurate payroll records, showing the name, address, last 4 digits of social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:
(1) The information contained in the payroll record is true and correct. (2) The employer has complied with the requirements of Sections 1720.9, 1771, 1811, and 1815 of the Labor Code for any work performed by its employees on the public works project. (b) The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of the contractor on the following basis:
(1) A certified copy of an employee’s payroll record shall be made available for inspection or furnished to the employee or their authorized representative on request. (2) A certified copy of all payroll records enumerated in subdivision (a) shall be made available for inspection or furnished upon request to a representative of the body awarding the contract, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations.
(3) A certified copy of all payroll records enumerated in subdivision (a) shall be made available upon request by the public for inspection or for copies thereof. However, a request by the public shall be made through either the body awarding the contract, the Division of Apprenticeship Standards, or the Division of 05/26/2026
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24 Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph (2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by the contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to the records at the principal office of the contractor. (c) The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the division. (d) A contractor or subcontractor shall file a certif ied copy of the records enumerated in subdivision (a) with the entity that requested the records within 10 days after receipt of a written request. (e) Any copy of records made available for inspec tion as copies and furnished upon request to the public or any public agency by the awarding body, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement shall be marked or obliterated in a manner so as to prevent disclosure of an individual’s name, address and social security number. The name and address of the contractor awarded the contract or the subcontractor performing the contract shall not be marked or obliterated.
(f) The contractor shall inform the body awardi ng the contract of the location of the records enumerated under subdivision (a), including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address. (g) The contractor or subcontractor shall have 10 days in which to comply subsequent to receipt of a written notice requesting the records enumerated in subdivision (a). In the event that the contractor or subcontractor fails to comply within the ten (10) day period, he or she shall, as a penalty to the state or political subdivision on whose behalf the contract is made or awarded, forfeit one hundred dollars ($100) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from progress payments then due. A contractor is not subject to a penalty assessment pursuant to this section due to the failure of a subcontractor to comply with this section.”
The penalties specified in subdivision (h) of Labor Code Section 1776 for noncompliance with the requirements in Section 1776 may be deducted from any moneys due or which may become due to the Contractor.

A copy of all payrolls shall be uploaded weekly to the SANDAG Labor Compliance Monitoring System (LCMS) no later than ten calendar days after the payroll week end date. Payrolls shall contain the full name, address and Social Security number of each employee, the employee’s correct classification, rate of pay, daily and weekly number of hours worked, itemized deductions made and actual wages paid.

They shall also indicate apprentices and ratio of apprentices to journeymen. The employee’s address and social security number must be entered on all payrolls. The payroll shall be accompanied by a “Statement of Compliance” signed by the employer or the employer’s agent indicating that the payrolls are correct and complete and that the wage rates contained therein are not less than those required by the Contract.

The “Statement of Compliance” shall be on forms furnished by SANDAG or on any form with identical wording. The Contractor shall be responsible to ensure submission of subcontractor payrolls in the LCMS and the Department of Industrial Relations (DIR) eCPR systems. In addition, the contractor is responsible for maintaining physical copies of all (prime/subcontractor) payrolls for DIR auditing purposes.

Submitted certified payrolls for hauling and delivering ready-mix concrete must be accompanied by a written time record. The time record must include the following information and be uploaded to LCMS:
 Truck driver’s full name
 Name and location of the batch plant
 Time the concrete was loaded
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25  Time the truck returned to the batch plant
 Truck driver’s signature certifying under penalty of per jury that the information contained in it is true and correct.

The Contractor and each subcontract shall preserve their payroll records for a period of three (3) years from the date of completion of the Contract.
7 1.01A(3)(B) PAYROLL RECORDS – ADDITIONAL REQUIREMENTS The Contractor shall also maintain its records in conformance with the following:

A. At the preconstruction meeting, the Contractor will be provided with all necessary forms from the SANDAG current labor compliance consultant. The Contractor shall submit weekly a copy of all payrolls to SANDAG or to the labor compliance consultant, depending on the project. The copy shall be accompanied by a statement signed by the employer or its agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Secretary of Labor or the State of California Labor Code, and that the classifications set forth for each laborer or mechanic conform to the work which he or she performed. The Prime Contractor shall be responsible for the submission of copies of payrolls of all subcontractors. The Contractor shall make the records required under the labor standards clauses of the Contract available for inspection by authorized representatives of SANDAG and the Department of Labor and shall permit such representatives to interview employees during working hours on the job.

B. Contractor, and each subcontractor having cont racts exceeding $10,000, shall submit monthly a report of manpower utilization of the total work force for all work performed during the month. If Contractor or subcontractor does not perform work on the project during the month, a negative report shall be submitted. The reports shall be submitted by the 15th of the following month. Contractor shall be responsible for submission of reports of all subcontractors. If any required manpower utilization report is not received by the designated due date, SANDAG will retain 10 percent (10%) of the estimated value of the work during the month from the next monthly estimate, except that such retentions shall not exceed $10,000, nor be less than $1,000. Retentions for failure to submit manpower utilization reports will be additional to all other retentions provided for in this Contract. Retentions for failure to submit manpower utilization reports will be released for payment on the monthly estimate for partial payments next following the date that all the delinquent reports for which the retention was made are submitted C. The Contractor shall make its records availabl e and is responsible for making its subcontractors’ records available for inspection by authorized representatives of SANDAG or the state or federal government and shall permit such representatives to interview employees during working hours on the job.
7 1.01A(5) APPRENTICE REQUIREMENTS
A. Contractor and its subcontractors are require d to meet the apprenticeship ratio of one hour of apprentice work for every five hours of journeyman work per Title 8 California Code of Regulations, §230.1 for its public works projects exceeding $30,000, with the exception of design build projects, which have a higher ratio requirement that graduates from 20% to 60% between 2016 and 2020. California Labor Code §1777.5 requires all public works contractors and subcontractors to submit contract award information to applicable apprenticeship programs that can supply apprentices to the site of the public work, employ registered apprentices, and make training fund contributions to approved apprenticeship programs.

B. Contractor and its subcontractors shall comply with §§1777.5, 1777.6, and 1777.7 of the California Labor Code and Title 8, California Code of Regulations §200 et seq. To ensure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, each contractor or subcontractor should, where some question exists, contact the Division of 05/26/2026
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26 Apprenticeship Standards, or one of its branch offices prior to commencement of work on this Contract.

Responsibility for compliance with this Section lies with Contractor.

C. SANDAG encourages the employment and traini ng of apprentices on public works contracts as may be permitted under local apprenticeship standards.
7 1.01A(7) WORKERS' COMPENSATION
Pursuant to the requirements in Labor Code §1860, the Contractor will be required to secure the payment of workers’ compensation to the Contractor’s employees in conformance with the requirements in Labor Code §3700.
7 1.01A(8) RECOVERY OF PENALTIES AND FORFEITURES
Attention is directed to Labor Code §§1730 to 1742, which calls for the Labor Commissioner to issue a civil wage and penalty assessment to Contractor or subcontractor or both if the Labor Commissioner determines after investigation that there has been a violation of the laws regulating public works contracts. Contractor or subcontractor may obtain review of a civil wage and penalty assessment by transmitting a written request for a hearing to the office of the Labor Commissioner that appears on the assessment within 60 days after service of the assessment. 7 1.01B CONTRACTOR’S LICENSING LAWS
Attention is directed to the provisions of Chapter 9 of Division 3 of the Business and Professions Code (commencing with §7000) concerning the licensing of contractors.

All Contractors and subcontractors shall be licensed in accordance with the laws and regulations of the State of California and with the requirements of this Contract and any Contractor or subcontractor not so licensed is subject to the penalties imposed by those laws. Contractor must also provide the license number for any subcontractor completing work in excess of one half of one percent of the total bid.

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19 ATTACHMENT E

City of Vista Standard Professional Services Agreement
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00034875 3 1 of 11 NAMEX
Professional Services – RFP – Prevailing Wages

CONTRACT FOR PROFESSIONAL SERVICES

TYPE OF SERVICES
THIS “CONTRACT” is entered into by and between the “Parties” as of ___________________ (“Contract Date”).

1.0 THE “PARTIES”
The “City”:

CITY OF VISTA, a chartered municipal
corporation
200 Civic Center Drive
Vista, CA 92084

Working Contact: WorkingName
Billing Contact: BillingName
The “Contractor”

Namex, statusx
Address1
Address2

Contact: ContactName

2.0 BASIC TERMS

2.1 The “Services” to be performed by Contractor are set forth in (“Exhibit A”).

2.2 The “Required License” for the Services is: type.

2.3 Contractor, an entity holding the Required License, desires to enter into this “Contract” with City for the Services.

2.4 The “Project” for which the Services are required is described in Exhibit A.

2.5 Contractor has submitted to City a Proposal to perform the Services dated proposaldate (“Exhibit B”).

2.6 The “Contract Ceiling Price” is: pricex.

2.7 This Contract requires the payment of prevailing wages. As a condition precedent to the effectiveness of this Contract, the Contractor shall execute and deliver to City the Labor Law Compliance Form (Exhibit D).

3.0 CONTRACT TERM

3.1 This Contract shall take effect as of the Contract Date.

3.2 This Contract shall be in effect for xx calendar months (“Term”) from the Contract Date. The Term may be extended at the City’s option for an additional yy months, in increments of City’s choice, for a maximum Term of zz from the Contract Date.

3.3 City may terminate this Contract upon 30-days’ written notice to Contractor. In such event, or upon request of City, Contractor shall assemble all City documents in the Contractor's possession, put them in order for proper filing and closing, and deliver the documents to City. In the event of termination, Contractor shall be paid for work performed to 05/26/2026
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00034875 3 2 of 11 NAMEX
Professional Services – RFP – Prevailing Wages
the termination date. City shall make the final determination as to the portion of tasks completed and the compensation to be paid.

4.0 SCOPE
Contractor shall perform all Services including, but not limited to, the furnishing of all tools, equipment, materials, software, supplies, and manufactured articles, and for furnishing all transportation, services, including fuel, power and water, essential communications, and the performance of all labor, work or other operations, as may be required from time to time, in accordance with Exhibit A and Exhibit B. The Services shall be complete, and all work, material, and services not expressly called for in the Proposal which may be necessary for complete and proper construction to carry out the Contract in good faith, shall be performed, furnished, and installed by the Contractor at no increase in cost to City. In the event of a conflict between the provisions of Exhibit A and Exhibit B, the provisions of Exhibit A shall control.

5.0 COMPENSATION

5.1 City shall pay Contractor on a time and material rate as set forth in Exhibit B for the Services to be performed.

5.2 An invoice for payment shall be submitted in a form satisfactory to City. At a minimum, the invoice shall include: the purchase order number, the work order number, a description of the work performed, and a total amount.

5.3 Changes in, additions to, or deductions from the Services, including increases or decreases in the quantity of any item or portion of the Services, shall be set forth in a written change order executed by City and by the Contractor which shall specify:

5.3.1 The changes, additions, and deductions to be made.

5.3.2 The increase or decrease in compensation due the Contractor, if any.

5.3.3 Adjustment in the time of completion, if any.

5.4 Contract Ceiling Price

5.4.1 In no event shall City be liable for paying more than the Contract Ceiling Price for Contractor's services rendered under this contract.

5.4.2 If it becomes foreseeable that Contractor will need to perform services such that the cumulative total of costs to City will exceed the maximum permitted by this Contract, any such cost overrun will be handled pursuant to the change order procedure in Chapter 3.08. City and Contractor recognize that City lacks authority to exceed the cost ceiling without the express authorization of the City Council. If the maximum cost to City for this Contract is exceeded unexpectedly, payment shall be made as mutually agreeable and disputes shall be handled pursuant to this Contract, but work shall cease as soon as is reasonably feasible once the cost ceiling plus allowable change orders, if any, is exceeded.

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5.5 Except as provided in Exhibit B, Contractor shall not be reimbursed for any expenses incurred in rendering services under this Contract.

6.0 CONTRACT DOCUMENTS
The Contract comprises the following documents including all additions, deletions, modifications, and appendices and all addenda setting forth any modifications or interpretations of any these documents: Documents required under Exhibits A–E and the Standard Specifications (defined below).

7.0 TIME FOR COMPLETION AND COMMENCEMENT OF SERVICES
All Services under the Contract must be completed in compliance with the schedule in Exhibit A.

8.0 ASSISTANCE BY CITY
All information, data, records, reports, and maps as are in possession of City and necessary for the carrying out of this work shall be available to Contractor without charge. City shall make available to Contractor members of its staff for consultation with Contractor in the performance of this Contract. City does not warrant that the information data, records, reports, and maps heretofore or to be provided to Contractor are complete or accurate and Contractor should satisfy itself as to accuracy and completeness. City and Contractor agree that City shall have no liability should any information, data, records reports, and maps be inaccurate, incomplete, or misleading. Unless provided in Exhibit A, no other assistance shall be provided by City to Contractor.

9.0 STANDARD OF PERFORMANCE

9.1 Contractor represents and warrants that it has the training, qualifications, experience, and facilities necessary to properly perform the Services required under this Contract in a thorough, competent, and professional manner. At all times Contractor shall faithfully, competently and to the best of its ability, experience, and talent, perform all services described herein. In meeting its obligations under this Contract, Contractor shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing services similar to those required of Contractor under this Contract.

9.2 Contractor shall keep itself informed of and comply with all applicable federal, state, and local laws, statutes, codes, ordinances, regulations and rules in effect during the Term of this Contract. Contractor shall obtain any and all licenses, permits and authorizations necessary to perform the services set forth in this Contract, including any business licenses required by City. Neither City, nor any elected or appointed boards, officers, officials, employees, or agents of City, shall be liable, at law or in equity, as a result of any failure of Contractor to comply with this Section.

10.0 STANDARD SPECIFICATIONS AND STANDARD PLANS

10.1 Except as otherwise provided, whenever reference is made to “Standard Specifications”, it shall mean:

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