City Council and Authorities Concurrent
August 30, 2022

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 10 1 500000000000 1 5
01:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
0 2 : 0 001000000000001
03:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3
0 4 : 0 001000000000001
05:00 0 14 1 0 0 0 0 0 0 0 0 0 0 15
0 6 : 0 00 3 230100000000 3 6
07:00 1 104 8 0 3 0 0 0 0 0 0 0 0 116
08:00 2 182 17 1 0 2 0000000 2 0 4
09:00 1 200 18 2 2 2 0 0 0 0 0 0 0 225
10:00 0 181 13 1 5 10 1 0 0 0 0 0 202
11:00 7 231 22 1 4 0 0 0 0 0 0 0 0 265
12 PM 2 247 22 0 5 0 0 1 0 0 0 0 0 277
13:00 6 252 29 1 6 0 0 1 0 0 0 0 0 295
14:00 5 255 31 0 6 0 0 3 0 0 0 0 0 300
15:00 4 305 35 0 0 1 0 0 0 0 0 0 0 345
16:00 8 3 6 4 2 81200000000 4 0 3
17:00 5 380 20 0 5 0 0 0 0 0 0 0 0 410
18:00 2 301 14 0 4 2 00 1 0000 3 2 4
19:00 2 169 7 0 1 0 0 0 0 0 0 0 0 179
2 0 : 0 01 1 1 250100000000 1 1 9
21:00 0 72 8 0 1 0 0 0 0 0 0 0 0 81
2 2 : 0 01 4 710100000000 5 0
23:00 0 21 0 0 0 0 0 0 0 0 0 0 0 21
Day
Total 47 3496 284 7 47 8 0 6 1 0 0 0 0 3896
Percent 1.2% 89.7% 7.3% 0.2% 1.2% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 09:00 10:00 08:00 10:00 11:00 Vol. 7 231 22 2 5 2 1 265
PM Peak 16:00 17:00 15:00 13:00 13:00 18:00 14:00 18:00 17:00 Vol. 8 380 35 1 6 2 3 1 410

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 10 1 600000000000 1 6
01:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9
0 2 : 0 007000000000007
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 003000000000003
05:00 0 10 1 0 0 0 0 0 0 0 0 0 0 11
0 6 : 0 00 4 910200000000 5 2
07:00 2 108 6 0 2 2 0 1 0 0 0 0 0 121
08:00 2 203 8 0 7 00100000 2 2 1
09:00 0 206 16 0 2 1 0 2 0 0 0 0 0 227
10:00 1 194 19 0 3 2 0 1 0 0 0 0 0 220
11:00 0 222 24 1 4 1 0 0 0 0 0 0 0 252
12 PM 4 268 31 1 41 1 000000 3 1 0
13:00 3 304 23 0 2 0 0 3 0 0 0 0 0 335
14:00 5 297 31 0 84 0100000 3 4 6
15:00 0 380 30 0 6 1 0 5 0 0 0 0 0 422
16:00 7 3 4 7 2 50220000000 3 8 3
17:00 6 430 28 0 4 0 0 1 0 0 0 0 0 469
1 8 : 0 04 3 1 390300000000 3 2 9
19:00 3 195 6 0 0 0 0 0 0 0 0 0 0 204
2 0 : 0 00 1 2 870000000000 1 3 5
21:00 0 83 4 0 1 0 0 0 0 0 0 0 0 88
2 2 : 0 00 3 500000000000 3 5
23:00 0 26 1 0 0 0 0 0 0 0 0 0 0 27
Day
Total 37 3837 270 2 50 14 1 15 0 0 0 0 0 4226
Percent 0.9% 90.8% 6.4% 0.0% 1.2% 0.3% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 11:00 11:00 08:00 07:00 09:00 11:00 Vol. 2 222 24 1 7 2 2 252
PM Peak 16:00 17:00 12:00 12:00 14:00 14:00 12:00 15:00 17:00 Vol. 7 430 31 1 8 4 1 5 469

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 10 1 200000000000 1 2
01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 002000000000002
03:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3
0 4 : 0 004100000000005
05:00 0 16 1 0 0 0 0 0 0 0 0 0 0 17
0 6 : 0 00 3 920200000000 4 3
07:00 2 93 10 1 1 0 0 0 0 0 0 0 0 107
08:00 4 2 0 6 1 01400100000 2 2 6
09:00 1 197 26 0 1 0 0 0 0 0 0 0 0 225
10:00 2 190 18 0 51 0000000 2 1 6
11:00 1 241 20 1 3 1 0 2 0 0 0 0 0 269
12 PM 0 275 21 0 9 0 0 0 0 0 0 0 0 305
13:00 3 259 27 0 8 0 0 2 0 0 0 0 0 299
14:00 3 282 41 0 7 1 0 1 0 0 0 0 0 335
15:00 4 311 32 0 5 1 0 3 0 0 0 0 0 356
16:00 4 375 35 0 6 0 0 1 0 0 0 0 0 421
17:00 8 615 44 0 10 4 1 0 0 0 0 0 0 682
18:00 3 317 14 0 2 1 0 0 0 0 0 0 0 337
19:00 0 195 9 0 2 1 0 0 0 0 0 0 0 207
2 0 : 0 00 1 5 580000000000 1 6 3
21:00 0 87 2 0 0 0 0 0 0 0 0 0 0 89
2 2 : 0 00 5 610100000000 5 8
23:00 0 23 2 0 0 0 0 0 0 0 0 0 0 25
Day
Total 35 3958 324 3 66 10 1 10 0 0 0 0 0 4407
Percent 0.8% 89.8% 7.4% 0.1% 1.5% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 09:00 07:00 10:00 10:00 11:00 11:00 Vol. 4 241 26 1 5 1 2 269
PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 15:00 17:00 Vol. 8 615 44 10 4 1 3 682

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 10 1 200100000000 1 3
01:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 005000000000005
03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
0 4 : 0 005000000000005
05:00 0 16 1 0 0 0 0 0 0 0 0 0 0 17
0 6 : 0 00 3 520100000000 3 8
07:00 1 91 9 0 2 0 0 0 0 0 0 0 0 103
08:00 1 209 19 0 3 10 1 0 0 0 0 0 234
09:00 2 189 20 1 2 0 0 0 0 0 0 0 0 214
10:00 0 210 33 03 2 0000000 2 4 8
11:00 1 282 20 0 3 2 0 1 0 0 0 0 0 309
12 PM 4 293 19 0 61 0 1 0 0 0 0 0 324
13:00 4 328 29 0 6 0 0 1 0 0 0 0 0 368
14:00 4 292 23 1 610100000 3 2 8
15:00 4 367 33 0 2 0 0 0 0 0 0 0 0 406
16:00 6 3 6 6 2 70100000000 4 0 0
17:00 3 486 21 0 4 1 0 1 0 0 0 0 0 516
18:00 1 362 15 0 1 1 0 0 0 0 0 0 0 380
19:00 0 251 6 0 2 0 0 0 0 0 0 0 0 259
2 0 : 0 01 1 6 960100000000 1 7 7
21:00 0 114 5 0 0 0 0 0 0 0 0 0 0 119
2 2 : 0 00 6 030000000000 6 3
23:00 0 55 1 0 0 0 0 0 0 0 0 0 0 56
Day
Total 32 4202 293 2 44 9 0 6 0 0 0 0 0 4588
Percent 0.7% 91.6% 6.4% 0.0% 1.0% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 10:00 09:00 08:00 10:00 08:00 11:00 Vol. 2 282 33 1 3 2 1 309
PM Peak 16:00 17:00 15:00 14:00 12:00 12:00 12:00 17:00 Vol. 6 486 33 1 6 1 1 516

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 10 2 410000000000 2 5
01:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
0 2 : 0 002000000000002
03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
0 4 : 0 008000000000008
05:00 0 17 0 0 0 0 0 0 0 0 0 0 0 17
06:00 0 30 1 1 100000000 3 3
07:00 1 60 7 0 0 0 0 0 0 0 0 0 0 68
08:00 0 119 14 0 0 0 0 0 0 0 0 0 0 133
09:00 1 187 20 0 0 1 0 1 0 0 0 0 0 210
10:00 6 2 5 0 1 80200000000 2 7 6
11:00 6 328 12 1 5 0 0 2 0 0 0 0 0 354
12 PM 7 344 32 0 82 0000000 393
13:00 3 360 15 1 1 1 0 4 0 0 0 0 0 385
14:00 6 324 20 2 420000000 3 5 8
15:00 2 339 19 0 1 0 0 1 0 0 0 0 0 362
16:00 3 310 14 0 4 1 0 0 0 0 0 0 0 332
17:00 2 297 13 0 3 1 0 0 0 0 0 0 0 316
18:00 3 287 11 0 2 0 0 0 0 0 0 0 0 303
19:00 1 190 6 0 3 1 0 1 0 0 0 0 0 202
20:00 0 148 11 0 1 0 0 0 0 0 0 0 0 160
21:00 0 94 4 0 0 0 0 0 1 0 0 0 0 99
2 2 : 0 00 7 710000000000 7 8
23:00 0 39 3 0 0 0 0 0 0 0 0 0 0 42
Day
Total 41 3846 222 5 35 9 0 9 1 0 0 0 0 4168
Percent 1.0% 92.3% 5.3% 0.1% 0.8% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 11:00 09:00 06:00 11:00 09:00 11:00 11:00 Vol. 6 328 20 1 5 1 2 354
PM Peak 12:00 13:00 12:00 14:00 12:00 12:00 13:00 21:00 12:00 Vol. 7 360 32 2 8 2 4 1 393

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 8 / 2 10 2 600000000000 2 6
01:00 0 9 1 0 0 0 0 0 0 0 0 0 0 10
0 2 : 0 00 1 000000000000 1 0
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 007000000000007
05:00 1 5 0 0 0 0 0 0 0 0 0 0 0 6
0 6 : 0 00 1 900000000000 1 9
07:00 0 44 3 0 0 0 0 0 0 0 0 0 0 47
0 8 : 0 00 8 750100000000 9 3
09:00 3 141 10 0 1 0 0 0 0 0 0 0 0 155
10:00 1 214 15 0 3 00000000 2 3 3
11:00 6 252 14 0 2 0 0 0 0 0 0 0 0 274
12 PM 6 256 17 0 32 0 1 0 0 0 0 0 285
13:00 5 289 20 0 2 2 0 0 0 0 0 0 0 318
14:00 8 3 0 5 1 80200100000 334
15:00 2 315 14 0 1 1 0 0 0 0 0 0 0 333
16:00 3 262 14 0 0 0 0 1 0 0 0 0 0 280
17:00 8 314 9 0 0 0 0 0 0 0 0 0 0 331
1 8 : 0 01 2 6 690100000000 2 7 7
19:00 1 171 6 0 1 0 0 0 0 0 0 0 0 179
2 0 : 0 00 1 1 860100000000 1 2 5
21:00 2 75 6 0 0 0 0 0 0 0 0 0 0 83
2 2 : 0 00 4 420110000000 4 8
23:00 0 33 0 0 0 0 0 0 0 0 0 0 0 33
Day
Total 47 3269 169 0 19 6 0 3 0 0 0 0 0 3513
Percent 1.3% 93.1% 4.8% 0.0% 0.5% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 10:00 10:00 11:00
Vol. 6 252 15 3 274
PM Peak 14:00 15:00 13:00 12:00 12:00 12:00 14:00
Vol. 8 315 20 3 2 1 334

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 10 1 310000000000 1 4
01:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
0 2 : 0 002100000000003
03:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 006000000000006
05:00 0 14 1 0 1 0 0 0 0 0 0 0 0 16
0 6 : 0 00 2 940100000000 3 4
07:00 0 90 12 0 1 0 0 0 0 0 0 0 0 103
08:00 0 201 19 0 3 0 0 0 0 0 0 0 0 223
09:00 2 198 13 0 9 1 0 0 1 0 0 0 0 224
10:00 1 199 20 0 6 0 0 0 0 1 000 2 2 7
11:00 2 228 25 1 5 1 0 0 0 0 0 0 0 262
12 PM 1 264 31 0 6 2 0 1 0 0 0 0 0 305
13:00 2 269 24 2 3 0 0 1 0 0 0 0 0 301
14:00 3 241 32 1 8 00 4 0 0 0 0 0 289
15:00 5 278 28 0 3 1 0 0 0 0 0 0 0 315
16:00 1 333 19 0 7 0 0 0 0 0 0 0 0 360
17:00 5 384 30 0 6 3 0 0 0 0 0 0 0 428
18:00 7 2 8 2 1 20000100000 3 0 2
19:00 0 175 1 0 2 0 0 0 0 0 0 0 0 178
2 0 : 0 00 9 880200000000 1 0 8
21:00 0 74 3 0 0 0 0 0 1 0 0 0 0 78
2 2 : 0 00 3 800000000000 3 8
23:00 0 21 2 0 0 0 0 0 0 0 0 0 0 23
Day
Total 29 3450 287 4 63 8 0 7 2 1 0 0 0 3851
Percent 0.8% 89.6% 7.5% 0.1% 1.6% 0.2% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 11:00 11:00 09:00 09:00 09:00 10:00 11:00 Vol. 2 228 25 1 9 1 1 1 262
PM Peak 18:00 17:00 14:00 13:00 14:00 17:00 14:00 21:00 17:00 Vol. 7 384 32 2 8 3 4 1 428

Grand
Total 268 26058 1849 23 324 64 2 56 4 1 0 0 0 28649
Percent 0.9% 91.0% 6.5% 0.1% 1.1% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 10 1 200000000000 1 2
01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 005100000000006
03:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6
0 4 : 0 00 1 000000000000 1 0
05:00 0 32 10 0 0 0 0 0 0 0 0 0 0 42
06:00 0 88 20 0 0 0 0 1 0 0 0 0 0 109
07:00 0 164 33 1 5 0 0 1 0 0 0 0 0 204
08:00 0 295 2 60700000000 328
09:00 4 243 24 0 6 0 1 0 0 0 0 0 0 278
10:00 0 210 23 29 00000000 2 4 4
11:00 0 188 39 0 4 0 0 1 0 0 0 0 0 232
12 PM 2 245 39 2 200100000 2 9 1
13:00 0 236 33 0 7 0 1 0 0 0 0 0 0 277
14:00 3 244 40 0 7 1 0 2 0 0 0 0 0 297
15:00 1 296 41 0 8 0 0 2 0 0 0 0 1 349
16:00 4 277 26 0 4 0 0 1 0 0 0 0 0 312
17:00 0 329 26 0 2 0 0 0 0 0 0 0 0 357
18:00 5 2 3 8 1 40400000000 2 6 1
19:00 0 155 11 1 1 0 0 0 0 0 0 0 0 168
2 0 : 0 00 1 0 190000100000 1 1 1
21:00 0 51 9 0 1 0 0 0 0 0 0 0 0 61
2 2 : 0 01 5 220100000000 5 6
23:00 0 20 2 1 0 0 0 0 0 0 0 0 0 23
Day
Total 20 3501 429 7 68 1 2 10 0 0 0 0 1 4039
Percent 0.5% 86.7% 10.6% 0.2% 1.7% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 11:00 10:00 10:00 09:00 06:00 08:00 Vol. 4 295 39 2 9 1 1 328
PM Peak 18:00 17:00 15:00 12:00 15:00 14:00 13:00 14:00 15:00 17:00 Vol. 5 329 41 2 8 1 1 2 1 357

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 105200000000007
01:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
0 2 : 0 005000000000005
03:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5
0 4 : 0 00 1 000000000000 1 0
05:00 0 32 7 0 2 0 0 0 0 0 0 0 0 41
06:00 0 81 15 0 3 1 0 3 0 0 0 0 0 103
07:00 0 157 23 0 3 2 0 0 0 1 0 0 0 186
08:00 0 294 28 0 7 00100000 330
09:00 1 243 29 0 4 2 0 1 0 0 0 0 0 280
10:00 2 2 0 2 3 10710100000 2 4 4
11:00 1 202 39 3 6 0 0 1 0 0 0 0 0 252
12 PM 5 275 29 0 4 0 0 1 0 0 0 0 0 314
13:00 1 269 42 1 5 0 0 1 0 0 0 0 0 319
14:00 1 250 37 0 7 0 1 100000 2 9 7
15:00 4 272 41 0 3 0 0 0 0 0 0 0 0 320
16:00 1 261 31 0 4 0 0 1 0 0 0 0 0 298
17:00 4 329 25 0 1 1 0 1 0 0 0 0 0 361
18:00 2 253 14 0 0 0 0 0 0 0 0 0 0 269
19:00 0 188 7 1 1 0 0 0 0 0 0 0 0 197
2 0 : 0 02 9 810000000000 1 0 1
21:00 0 68 5 0 2 0 0 0 0 0 0 0 0 75
22:00 0 37 4 0 1 0 0 0 1 0000 4 3
23:00 0 22 1 0 0 0 0 0 0 0 0 0 0 23
Day
Total 24 3564 413 5 60 7 1 12 1 1 0 0 0 4088
Percent 0.6% 87.2% 10.1% 0.1% 1.5% 0.2% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 08:00 11:00 11:00 08:00 07:00 06:00 07:00 08:00 Vol. 2 294 39 3 7 2 3 1 330
PM Peak 12:00 17:00 13:00 13:00 14:00 17:00 14:00 12:00 22:00 17:00 Vol. 5 329 42 1 7 1 1 1 1 361

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 107000000000007
01:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6
0 2 : 0 003000000000003
03:00 0 7 0 0 0 0 0 1 0 0 0 0 0 8
0 4 : 0 00 1 200000000000 1 2
05:00 0 23 7 0 2 0 0 0 0 0 0 0 0 32
0 6 : 0 00 8 7 1 50200200000 1 0 6
07:00 0 176 31 0 3 1 0 0 0 0 0 0 0 211
08:00 0 254 3 20400100000 291
09:00 1 248 31 0 4 0 0 0 1 0 0 0 0 285
10:00 3 243 26 28 10 3 1 0 0 0 0 287
11:00 3 231 36 2 5 0 0 1 0 0 0 0 0 278
12 PM 1 264 36 0 12 10000000 3 1 4
13:00 1 269 35 0 9 0 0 1 0 0 0 0 0 315
14:00 1 262 39 0400000000 3 0 6
15:00 7 259 38 0 4 1 0 1 0 0 0 0 0 310
16:00 0 282 35 0 6 0 0 2 0 0 0 0 0 325
17:00 3 332 25 0 3 2 0 0 0 0 0 0 0 365
18:00 2 241 20 0 2 0 0 1 0 0 0 0 0 266
19:00 0 191 7 0 2 0 0 0 0 0 0 0 0 200
20:00 0 110 11 0 0 0 0 0 0 0 0 0 0 121
21:00 1 72 5 0 1 0 0 0 0 0 0 0 0 79
2 2 : 0 00 3 940200000000 4 5
23:00 0 18 3 0 0 0 0 0 0 0 0 0 0 21
Day
Total 23 3635 437 4 73 6 0 13 2 0 0 0 0 4193
Percent 0.5% 86.7% 10.4% 0.1% 1.7% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 08:00 11:00 10:00 10:00 07:00 10:00 09:00 08:00 Vol. 3 254 36 2 8 1 3 1 291
PM Peak 15:00 17:00 14:00 12:00 17:00 16:00 17:00
Vol. 7 332 39 12 2 2 365

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 10 1 320000000000 1 5
01:00 0 1 2 0 0 0 0 0 0 0 0 0 0 3
0 2 : 0 007100000000008
03:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 00910000000000 1 0
05:00 0 22 14 0 0 0 0 0 0 0 0 0 0 36
06:00 0 97 13 1 4 1 0000000 1 1 6
07:00 0 166 28 1 9 0 0 3 0 0 0 0 0 207
08:00 0 246 29 0 5 0 0 0 0 0 0 0 0 280
09:00 3 246 25 1 3 0 0 3 1 0 0 0 0 282
10:00 1 234 27 0 7 0 0 0 0 0 0 0 0 269
11:00 3 248 30 2 9 0 0 0 0 0 0 0 0 292
12 PM 1 288 36 0 6 0 0 0 0 0 0 0 0 331
13:00 5 286 32 0 6 1 0 0 0 0 0 0 0 330
14:00 2 281 46 1 610000000 3 3 7
15:00 3 275 32 0 7 0 0 1 0 0 0 0 0 318
16:00 0 300 31 0 4 0 0 0 0 0 0 0 0 335
17:00 2 371 18 0 1 0 0 0 0 0 0 0 0 392
18:00 1 324 21 0 2 1 0 1 0 0 0 0 0 350
19:00 1 211 16 0 1 0 0 1 0 0 0 0 0 230
2 0 : 0 01 1 6 690000000000 1 7 6
21:00 0 106 10 0 0 0 0 0 0 0 0 0 0 116
2 2 : 0 00 7 770000000000 8 4
23:00 0 27 0 0 0 0 0 0 0 0 0 0 0 27
Day
Total 23 4004 431 6 70 4 0 9 1 0 0 0 0 4548
Percent 0.5% 88.0% 9.5% 0.1% 1.5% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 11:00 11:00 07:00 06:00 07:00 09:00 11:00 Vol. 3 248 30 2 9 1 3 1 292
PM Peak 13:00 17:00 14:00 14:00 15:00 13:00 15:00 17:00 Vol. 5 371 46 1 7 1 1 392

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 10 1 820000000000 2 0
01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
0 2 : 0 006000000000006
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 002000000000002
05:00 0 12 6 0 0 1 0 0 0 0 0 0 0 19
06:00 0 48 8 0 2 0 0 3 00000 6 1
07:00 0 84 14 0 1 0 0 0 0 0 0 0 0 99
08:00 0 129 24 0 4 00100000 1 5 8
09:00 3 188 26 0 1 0 0 0 0 0 0 0 0 218
10:00 0 250 27 0 2 0 0 0 0 0 0 0 0 279
11:00 4 288 44 1 3 1 0 0 0 0 0 0 0 341
12 PM 2 346 37 0 10 00100000 396
13:00 2 310 37 0 4 0 0 0 0 0 0 0 0 353
14:00 3 344 34 0 5 0 0 2 0 0 0 0 0 388
15:00 3 322 18 0 2 1 0 2 0 0 0 0 0 348
16:00 1 294 31 0 2 0 0 2 0 0 0 0 0 330
17:00 0 303 23 0 4 0 0 0 0 0 0 0 0 330
18:00 2 291 17 0 3 0 0 0 0 0 0 0 0 313
19:00 1 230 15 0 1 0 0 0 0 0 0 0 0 247
20:00 0 155 11 0 0 0 0 0 0 0 0 0 0 166
21:00 1 92 3 0 0 0 0 0 0 0 0 0 0 96
2 2 : 0 00 4 950000000000 5 4
23:00 0 36 1 0 0 0 0 0 0 0 0 0 0 37
Day
Total 22 3807 383 1 44 3 0 11 0 0 0 0 0 4271
Percent 0.5% 89.1% 9.0% 0.0% 1.0% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 11:00 08:00 05:00 06:00 11:00 Vol. 4 288 44 1 4 1 3 341
PM Peak 14:00 12:00 12:00 12:00 15:00 14:00 12:00
Vol. 3 346 37 10 1 2 396

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 8 / 2 10 1 320000000000 1 5
01:00 0 11 0 0 0 0 0 0 0 0 0 0 0 11
0 2 : 0 00 1 140000000000 1 5
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 008100000000009
05:00 0 8 0 0 1 0 0 0 0 0 0 0 0 9
06:00 0 27 2 0 0 0 0 1 00000 3 0
07:00 0 61 6 0 0 0 0 0 0 0 0 0 0 67
0 8 : 0 00 9 0 1 60100000000 1 0 7
09:00 0 167 13 0 2 0 0 0 0 0 0 0 0 182
10:00 1 184 13 0 4 00000000 2 0 2
11:00 5 236 20 0 3 0 0 0 0 0 0 0 0 264
12 PM 2 273 32 0 8 00000000 315
13:00 2 243 36 1 2 1 0 0 0 0 0 0 0 285
14:00 7 262 28 0 4 1 0 1 0 0 0 0 0 303
15:00 1 265 21 0 4 0 0 1 0 0 0 0 0 292
16:00 2 247 32 0 2 0 0 1 0 0 0 0 0 284
17:00 1 250 35 0 1 1 0 1 0 0 0 0 0 289
18:00 0 252 13 0 0 1 0 0 0 0 0 0 0 266
19:00 2 166 12 0 2 0 0 0 0 0 0 0 0 182
2 0 : 0 00 1 0 330310000000 1 1 0
21:00 0 82 5 0 0 0 0 0 0 0 0 0 0 87
2 2 : 0 00 4 030000000000 4 3
23:00 0 18 1 0 0 0 0 0 0 0 0 0 0 19
Day
Total 23 3024 298 1 37 5 0 5 0 0 0 0 0 3393
Percent 0.7% 89.1% 8.8% 0.0% 1.1% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 10:00 06:00 11:00
Vol. 5 236 20 4 1 264
PM Peak 14:00 12:00 13:00 13:00 12:00 13:00 14:00 12:00 Vol. 7 273 36 1 8 1 1 315

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 10810100000000 1 0
01:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 2 : 0 005000000000005
03:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 009000000000009
05:00 0 26 7 0 0 0 0 0 0 0 0 0 0 33
06:00 0 88 18 0 3 0 0 3 0 0 0 0 0 112
07:00 0 150 25 1 8 1 0 1 0 0 0 0 0 186
08:00 1 260 33 0 13 00000000 307
09:00 0 234 40 2 7 0 0 2 0 0 0 0 0 285
10:00 1 208 33 0 9 1 0 1 0 0 0 0 0 253
11:00 1 199 42 1 12 0 0 1 0 0 0 0 0 256
12 PM 0 209 53 0 12 00000000 2 7 4
13:00 1 220 35 0 11 0 0 0 0 0 0 0 0 267
14:00 2 210 28 0 7 0 0 2 0 0 0 0 0 249
15:00 1 235 36 0 8 1 0 1 0 0 0 0 0 282
16:00 2 257 40 0 5 0 0 0 0 0 0 0 0 304
17:00 1 315 32 0 3 0 0 0 0 0 0 0 0 351
18:00 1 221 10 1 200000000 2 3 5
19:00 0 132 11 0 1 0 0 0 0 0 0 0 0 144
2 0 : 0 00 8 450200000000 9 1
21:00 0 63 6 0 0 0 0 0 0 0 0 0 0 69
2 2 : 0 00 3 510000000000 3 6
23:00 0 16 3 0 0 0 0 0 0 0 0 0 0 19
Day
Total 11 3194 460 5 104 3 0 11 0 0 0 0 0 3788
Percent 0.3% 84.3% 12.1% 0.1% 2.7% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 08:00 11:00 09:00 08:00 07:00 06:00 08:00 Vol. 1 260 42 2 13 1 3 307
PM Peak 14:00 17:00 12:00 18:00 12:00 15:00 14:00 17:00 Vol. 2 315 53 1 12 1 2 351

Grand
Total 146 24729 2851 29 456 29 3 71 4 1 0 0 1 28320
Percent 0.5% 87.3% 10.1% 0.1% 1.6% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 1
Station ID:

ADT LOCATION #1 (POMEROY TO KIELY)
All Traffic Data Services
www.alltrafficdata.net
Start 23-Feb-21 24-Feb-21 25-Feb-21 26-Feb-21 27-Feb-21 28-Feb-21 01-Mar-21 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 15 12 16 7 12 7 13 15 25 20 26 15 14 10 17 12
01:00 9 5 9 8 5 6 5 3 10 6 10 11 10 4 8 6
02:00 1 6 75 23 58 26 10 15 35 47
03:00 3 6 4 5 3 8 1 4 2 4 7 7 4 7 3 6
04:00 1 10 31 0 51 2 51 0 82 79 69 59
05:00 15 42 11 41 17 32 17 36 17 19 6 9 16 33 14 30
06:00 36 109 52 103 43 106 38 116 33 61 19 30 34 112 36 91 07:00 116 204 121 186 107 211 103 207 68 99 47 67 103 186 95 166 08:00 204 328 221 330 226 291 234 280 133 158 93 107 223 307 191 257 09:00 225 278 227 280 225 285 214 282 210 218 155 182 224 285 211 259 10:00 202 244 220 244 216 287 248 269 276 279 233 202 227 253 232 254 11:00 265 232 252 252 269 278 309 292 354 341 274 264 262 256 284 274 12:00 PM 277 291 310 314 305 314 324 331 393 396 285 315 305 274 314 319 01:00 295 277 335 319 299 315 368 330 385 353 318 285 301 267 329 307 02:00 300 297 346 297 335 306 328 337 358 388 334 303 289 249 327 311 03:00 345 349 422 320 356 310 406 318 362 348 333 292 315 282 363 317 04:00 403 312 383 298 421 325 400 335 332 330 280 284 360 304 368 313 05:00 410 357 469 361 682 365 516 392 316 330 331 289 428 351 450 349 06:00 324 261 329 269 337 266 380 350 303 313 277 266 302 235 322 280 07:00 179 168 204 197 207 200 259 230 202 247 179 182 178 144 201 195 08:00 119 111 135 101 163 121 177 176 160 166 125 110 108 91 141 125 09:00 81 61 88 75 89 79 119 116 99 96 83 87 78 69 91 83 10:00 50 56 35 43 58 45 63 84 78 54 48 43 38 36 53 52
11:00 21 23 27 23 25 21 56 27 42 37 33 19 23 19 32 24
Total 3896 4039 4226 4088 4407 4193 4588 4548 4168 4271 3513 3393 3851 3788 4091 4046 Day 7935 8314 8600 9136 8439 6906 7639 8137
AM Peak 11:00 08:00 11:00 08:00 11:00 08:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 08:00 11:00 11:00 Vol. 265 328 252 330 269 291 309 292 354 341 274 264 262 307 284 274 PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 17:00 17:00 12:00 12:00 14:00 12:00 17:00 17:00 17:00 17:00 Vol. 410 357 469 361 682 365 516 392 393 396 334 315 428 351 450 349

Comb.

Total 7935 8314 8600 9136 8439 6906 7639 8137

ADT ADT 8,108 AADT 8,108

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 10 1 610100000000 1 8
01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 004000000000004
03:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 4 : 0 008100000000009
05:00 0 21 6 1 1 0 0 0 0 0 0 0 0 29
06:00 0 73 12 0 3 0 0 0 1 0000 8 9
07:00 2 127 11 0 5 0 0 0 0 0 0 0 0 145
08:00 7 215 20 0 2 0 0 1 0 0 0 0 0 245
09:00 1 226 16 1 1 1 0 0 0 0 0 0 0 246
10:00 8 202 17 0 5 0 0 3 1 0 0 0 0 236
11:00 5 210 26 1 6 1 0 1 0 0 0 0 0 250
12 PM 4 259 22 0 7 00000000 2 9 2
13:00 8 251 25 0 4 2 0 2 0 0 0 0 0 292
14:00 3 274 33 0710 3 0 0 0 0 0 321
15:00 7 306 30 0 2 0 0 0 0 0 0 0 0 345
16:00 11 357 28 1 610000000 404
17:00 6 340 20 0 4 1 2 1 0 1 0 0 0 375
18:00 0 278 12 0 4 0 0 0 1 0000 2 9 5
19:00 1 152 2 0 0 1 0 0 0 0 0 0 0 156
2 0 : 0 00 1 0 760100000000 1 1 4
21:00 0 61 4 0 1 0 0 0 0 0 0 0 0 66
2 2 : 0 01 4 430000000000 4 8
23:00 0 11 1 0 0 0 0 0 0 0 0 0 0 12
Day
Total 64 3552 296 4 60 8 2 11 3 1 0 0 0 4001
Percent 1.6% 88.8% 7.4% 0.1% 1.5% 0.2% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 09:00 11:00 05:00 11:00 09:00 10:00 06:00 11:00 Vol. 8 226 26 1 6 1 3 1 250
PM Peak 16:00 16:00 14:00 16:00 12:00 13:00 17:00 14:00 18:00 17:00 16:00 Vol. 11 357 33 1 7 2 2 3 1 1 404

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 10 1 100000000000 1 1
01:00 0 11 0 0 1 0 0 0 0 0 0 0 0 12
0 2 : 0 007000000000007
03:00 1 8 0 0 0 0 0 0 0 0 0 0 0 9
0 4 : 0 00 1 410100000000 1 6
05:00 0 30 5 0 3 0 0 0 0 0 0 0 0 38
0 6 : 0 00 7 0 1 00400000000 8 4
07:00 2 135 13 0 4 0 0 0 0 0 0 0 0 154
08:00 4 204 12 0 6 00000000 2 2 6
09:00 2 228 17 0 4 0 3 1 0 0 0 0 0 255
10:00 3 228 19 1 3 1 1100000 2 5 7
11:00 1 239 19 1 6 1 2 0 0 0 0 0 0 269
12 PM 7 263 30 0 6 2 2 000000 3 1 0
13:00 5 276 18 0 6 4 0 2 0 0 0 0 0 311
14:00 3 307 31 0 9 20 3 0 0 0 0 0 355
15:00 5 331 27 0 5 1 0 2 0 0 0 0 0 371
16:00 8 331 28 0 7 0 0 0 1 0000 3 7 5
17:00 8 362 22 0 3 0 0 1 0 0 0 0 0 396
1 8 : 0 08 2 4 170210000000 2 5 9
19:00 6 174 10 0 2 2 1 0 1 0 1 0 0 197
2 0 : 0 04 1 0 780000000000 1 1 9
21:00 5 85 6 0 0 2 1 1 1 0 0 0 0 101
2 2 : 0 04 4 460000000000 5 4
23:00 1 23 0 0 0 0 0 1 0 1 0 0 0 26
Day
Total 77 3729 289 2 72 16 10 12 3 1 1 0 0 4212
Percent 1.8% 88.5% 6.9% 0.0% 1.7% 0.4% 0.2% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 10:00 10:00 08:00 10:00 09:00 09:00 11:00 Vol. 4 239 19 1 6 1 3 1 269
PM Peak 16:00 17:00 14:00 14:00 13:00 12:00 14:00 16:00 23:00 19:00 17:00 Vol. 8 362 31 9 4 2 3 1 1 1 396

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 109000000000009
01:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6
0 2 : 0 026100000000009
03:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
0 4 : 0 01 1 000000000000 1 1
05:00 0 36 3 0 0 0 0 0 0 0 0 0 0 39
0 6 : 0 02 8 160500000000 9 4
07:00 3 145 9 0 5 0 1 0 0 0 0 0 0 163
08:00 2 221 11 0 5 0 0 0 1 0000 2 4 0
09:00 2 242 15 0 5 1 0 0 0 0 1 0 0 266
10:00 2 226 14 0 7 01 1 0 0 0 0 0 251
11:00 1 244 13 0 6 2 0 0 0 0 0 0 0 266
12 PM 0 273 17 0 9 2 1 0 1 0000 3 0 3
13:00 2 269 12 0 6 1 0 0 0 0 0 0 0 290
14:00 2 269 10 0 8 3 110 1 000 2 9 5
15:00 1 284 18 0 7 0 0 0 0 0 1 0 0 311
16:00 0 286 22 0 6 0 0 0 1 0 0 0 0 315
17:00 2 380 25 0 7 2 0 3 0 0 0 0 0 419
18:00 1 267 16 0 6 0 0 0 0 1 0 0 0 291
19:00 1 187 11 0 6 0 1 0 0 0 0 0 0 206
20:00 0 122 10 0 0 0 0 1 0 0 0 1 0 134
21:00 0 62 2 0 0 0 0 0 0 0 0 0 0 64
2 2 : 0 00 4 710000000000 4 8
23:00 0 18 1 0 1 0 0 0 0 0 0 0 0 20
Day
Total 24 3696 219 0 89 11 5 6 3 2 2 1 0 4058
Percent 0.6% 91.1% 5.4% 0.0% 2.2% 0.3% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 09:00 10:00 11:00 07:00 10:00 08:00 09:00 09:00 Vol. 3 244 15 7 2 1 1 1 1 266
PM Peak 13:00 17:00 17:00 12:00 14:00 12:00 17:00 12:00 14:00 15:00 20:00 17:00 Vol. 2 380 25 9 3 1 3 1 1 1 1 419

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 10 1 600300000000 1 9
01:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
0 2 : 0 008000000000008
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 005200000000007
05:00 0 25 6 0 3 0 0 0 0 0 0 0 0 34
06:00 0 68 3 1 400000000 7 6
07:00 1 123 12 0 3 0 0 0 0 0 0 0 0 139
08:00 1 225 15 1 4 2 01 1 0000 2 5 0
09:00 5 211 25 1 2 0 0 0 0 0 0 0 0 244
10:00 3 235 27 0 5 2000 1 000 2 7 3
11:00 3 263 23 1 5 1 0 2 0 0 0 0 0 298
12 PM 6 305 29 0 8 1 1 100000 3 5 1
13:00 7 317 28 0 4 0 0 1 0 0 0 0 0 357
14:00 5 309 18 0 11 2 0 3 0 0 0 0 0 348
15:00 6 343 21 0 5 2 1 0 0 0 1 0 0 379
16:00 16 365 37 0600000000 4 2 4
17:00 12 412 17 0 1 0 0 1 0 1 0 0 0 444
18:00 5 336 19 0 1 1 0 0 0 0 0 0 0 362
19:00 0 211 8 0 1 0 0 0 0 0 0 0 0 220
2 0 : 0 00 1 2 970000000000 1 3 6
21:00 1 93 4 0 0 0 0 0 0 0 0 0 0 98
2 2 : 0 00 4 310100000000 4 5
23:00 0 35 1 0 0 1 0 0 0 0 0 0 0 37
Day
Total 71 4094 303 4 67 12 2 9 1 2 1 0 0 4566
Percent 1.6% 89.7% 6.6% 0.1% 1.5% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 11:00 10:00 06:00 10:00 08:00 11:00 08:00 10:00 11:00 Vol. 5 263 27 1 5 2 2 1 1 298
PM Peak 16:00 17:00 16:00 14:00 14:00 12:00 14:00 17:00 15:00 17:00 Vol. 16 412 37 11 2 1 3 1 1 444

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 10 2 500000000000 2 5
01:00 0 11 0 0 0 0 0 0 0 0 0 0 0 11
0 2 : 0 004000000000004
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 008000000000008
05:00 0 14 2 0 1 0 0 0 0 0 0 0 0 17
0 6 : 0 01 3 330100000000 3 8
07:00 2 70 15 1 4 0 0 0 0 0 0 0 0 92
08:00 2 130 18 0100 1 0 0 0 0 0 152
09:00 0 180 17 0 1 1 0 0 0 0 0 0 0 199
10:00 11 2 5 1 1 40100000000 2 7 7
11:00 6 323 18 0 3 0 0 1 0 0 0 0 0 351
12 PM 5 346 31 04000 1 0000 387
13:00 7 314 25 1 3 1 0 0 0 1 0 0 0 352
14:00 6 315 12 0 5 00 2 0 0 0 0 0 340
15:00 2 321 23 0 1 0 0 0 0 0 0 0 0 347
16:00 5 264 11 0 3 0 0 0 0 0 0 0 0 283
17:00 5 289 14 0 2 2 0 0 1 0 0 0 0 313
18:00 5 251 11 0 1 0 0 0 0 0 0 0 0 268
19:00 1 181 10 0 3 1 0 0 0 1 0 0 0 197
2 0 : 0 01 1 1 980010000000 1 2 9
21:00 1 95 5 0 0 0 0 0 1 0 0 0 0 102
2 2 : 0 00 6 120000000000 6 3
23:00 1 37 0 0 0 0 0 0 0 0 0 0 0 38
Day
Total 61 3646 239 2 34 6 0 4 3 2 0 0 0 3997
Percent 1.5% 91.2% 6.0% 0.1% 0.9% 0.2% 0.0% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 10:00 11:00 08:00 07:00 07:00 09:00 08:00 11:00 Vol. 11 323 18 1 4 1 1 351
PM Peak 13:00 12:00 12:00 13:00 14:00 17:00 14:00 12:00 13:00 12:00 Vol. 7 346 31 1 5 2 2 1 1 387

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 8 / 2 10 2 700000000000 2 7
01:00 0 11 1 0 0 0 0 0 0 0 0 0 0 12
0 2 : 0 006000000000006
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 005000000000005
05:00 1 8 1 0 0 0 0 0 0 0 0 0 0 10
0 6 : 0 00 3 230000000000 3 5
07:00 1 52 6 0 0 0 0 0 0 0 0 0 0 59
08:00 1 87 6 0 2 00000000 9 6
09:00 5 151 10 0 0 0 0 1 0 0 0 0 0 167
10:00 5 208 9 0 1 1 0000000 2 2 4
11:00 7 247 13 0 1 0 0 0 0 0 0 0 0 268
12 PM 6 227 13 0 1 0 11 0 0 0 0 0 249
13:00 5 275 9 0 1 1 0 0 0 0 0 0 0 291
14:00 8 274 16 0 1 0 0 0 0 0 0 0 0 299
15:00 4 275 19 0 2 0 0 0 0 0 0 0 0 300
16:00 1 255 14 0 1 1 0 0 0 0 0 0 0 272
17:00 9 250 8 0 0 0 0 1 0 0 0 0 0 268
18:00 4 205 6 0 3 00000000 2 1 8
19:00 3 144 4 1 0 0 0 0 0 0 0 0 0 152
2 0 : 0 02 9 370100000000 1 0 3
21:00 1 64 3 0 0 0 0 0 0 0 0 0 0 68
2 2 : 0 00 3 610100000000 3 8
23:00 0 19 0 0 0 0 0 0 0 0 0 0 0 19
Day
Total 63 2958 149 1 15 3 1 3 0 0 0 0 0 3193
Percent 2.0% 92.6% 4.7% 0.0% 0.5% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 08:00 10:00 09:00 11:00
Vol. 7 247 13 2 1 1 268
PM Peak 17:00 13:00 15:00 19:00 18:00 13:00 12:00 12:00 15:00 Vol. 9 275 19 1 3 1 1 1 300

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 10 1 000000000000 1 0
01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 003100000000004
03:00 0 6 1 0 1 0 0 0 0 0 0 0 0 8
0 4 : 0 00 1 010000000000 1 1
05:00 1 25 4 1 3 0 0 0 0 0 0 0 0 34
0 6 : 0 00 5 480200000000 6 4
07:00 0 113 12 0 4 0 0 0 0 0 0 0 0 129
08:00 5 213 11 0 2 1 1 000000 2 3 3
09:00 1 219 22 1 7 1 0 0 0 0 0 0 0 251
10:00 2 208 17 0 3 1 1 1 0 0 0 0 0 233
11:00 2 225 21 0 9 2 0 1 1 0 0 0 1 262
12 PM 3 277 21 1 200000000 3 0 4
13:00 2 296 28 0 5 0 0 0 0 0 0 0 0 331
14:00 8 305 35 02 1 0100000 3 5 2
15:00 9 324 26 0 3 0 0 2 0 1 0 0 0 365
16:00 6 329 2 00200000000 3 5 7
17:00 3 174 14 0 0 0 0 0 0 0 0 0 0 191
1 8 : 0 00 1 0 480200000000 1 1 4
19:00 0 74 8 0 0 0 0 0 1 0 0 0 0 83
2 0 : 0 00 3 810000000000 3 9
21:00 0 19 1 0 0 0 0 0 0 0 0 0 0 20
2 2 : 0 00 1 400000000000 1 4
23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Day
Total 42 3045 260 3 47 6 2 5 2 1 0 0 1 3414
Percent 1.2% 89.2% 7.6% 0.1% 1.4% 0.2% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 09:00 05:00 11:00 11:00 08:00 10:00 11:00 11:00 11:00 Vol. 5 225 22 1 9 2 1 1 1 1 262
PM Peak 15:00 16:00 14:00 12:00 13:00 14:00 15:00 19:00 15:00 15:00 Vol. 9 329 35 1 5 1 2 1 1 365

Grand
Total 402 24720 1755 16 384 62 22 50 15 9 4 1 1 27441
Percent 1.5% 90.1% 6.4% 0.1% 1.4% 0.2% 0.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 10 1 300000000000 1 3
01:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 018000000000009
03:00 1 7 0 0 0 0 0 0 0 0 0 0 0 8
0 4 : 0 005000000000005
05:00 0 32 6 0 0 0 0 0 0 0 0 0 0 38
06:00 1 82 6 1 000100000 9 1
07:00 0 162 21 0 4 0 1 1 0 0 0 0 0 189
08:00 0 255 2 00100000000 276
09:00 3 213 19 0 8 0 0 0 0 0 0 0 0 243
10:00 2 185 17 0 6 0 0 1 0 0 0 0 0 211
11:00 1 186 22 1 5 0 1 2 0 0 0 0 0 218
12 PM 3 223 11 2 400 1 0 0 0 0 0 244
13:00 3 258 18 0 1 0 0 0 0 1 0 0 0 281
14:00 4 245 25 0 6 1 1 000000 2 8 2
15:00 4 287 21 0 2 2 1 0 0 0 0 0 0 317
16:00 5 255 18 0 3 0 0 0 0 0 0 0 0 281
17:00 1 315 15 0 1 0 0 0 0 1 0 0 0 333
18:00 10 2 5 240220000000 2 7 0
19:00 2 204 4 0 0 0 0 0 0 0 0 0 0 210
2 0 : 0 05 1 0 510010000000 1 1 2
21:00 0 67 5 0 0 0 0 0 0 0 0 0 0 72
2 2 : 0 01 6 430000000000 6 8
23:00 0 38 1 0 0 0 0 0 0 0 0 0 0 39
Day
Total 47 3465 238 4 43 6 4 6 0 2 0 0 0 3815
Percent 1.2% 90.8% 6.2% 0.1% 1.1% 0.2% 0.1% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% AM Peak 09:00 08:00 11:00 06:00 09:00 07:00 11:00 08:00 Vol. 3 255 22 1 8 1 2 276
PM Peak 18:00 17:00 14:00 12:00 14:00 15:00 14:00 12:00 13:00 17:00 Vol. 10 315 25 2 6 2 1 1 1 333

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 105000000000005
01:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3
0 2 : 0 004000000000004
03:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 4 : 0 006000000000006
05:00 0 31 2 0 0 0 0 0 0 0 0 0 0 33
06:00 1 67 4 0 3 1 0 3 00000 7 9
07:00 5 152 13 0 2 5 0 1 0 0 0 0 0 178
08:00 2 257 17 0 7 30000000 286
09:00 5 191 20 0 2 1 0 0 1 0 0 0 0 220
10:00 3 192 26 0540000000 2 3 0
11:00 3 222 21 1 2 2 0 1 0 0 0 0 0 252
12 PM 3 236 18 0 7 00000000 2 6 4
13:00 2 247 18 0 1 0 1 0 0 0 1 0 0 270
14:00 4 246 22 0010000000 2 7 3
15:00 2 308 13 1 7 0 0 0 0 0 0 0 0 331
16:00 4 251 11 0 2 2 0000100 2 7 1
17:00 8 284 10 0 0 0 0 0 0 0 0 0 0 302
18:00 3 259 10 0 1 0 0 0 0 0 0 0 0 273
19:00 1 181 8 1 0 0 0 0 1 0 0 0 0 192
2 0 : 0 01 8 530011000000 9 1
21:00 1 68 4 0 0 0 0 0 0 0 0 0 0 73
22:00 1 35 2 0 0 1 1 1 00000 4 1
23:00 0 18 0 0 0 0 0 0 0 0 0 0 0 18
Day
Total 49 3352 223 3 39 21 3 6 2 0 2 0 0 3700
Percent 1.3% 90.6% 6.0% 0.1% 1.1% 0.6% 0.1% 0.2% 0.1% 0.0% 0.1% 0.0% 0.0% AM Peak 07:00 08:00 10:00 11:00 08:00 07:00 06:00 09:00 08:00 Vol. 5 257 26 1 7 5 3 1 286
PM Peak 17:00 15:00 14:00 15:00 12:00 16:00 13:00 22:00 19:00 13:00 15:00 Vol. 8 308 22 1 7 2 1 1 1 1 331

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 107000000000007
01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
0 2 : 0 003000000000003
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 007000000000007
05:00 1 29 2 0 0 0 0 0 0 0 0 0 0 32
0 6 : 0 01 6 620000000000 6 9
07:00 0 116 7 0 0 0 0 0 0 0 0 0 0 123
08:00 2 176 9 12 00000000 1 9 0
09:00 2 193 3 0 2 0 0 1 0 1 0 0 0 202
10:00 3 1 8 170100000000 1 9 2
11:00 1 195 10 0 1 0 1 1 1 0 0 0 0 210
12 PM 1 219 17 1 20 1 000000 2 4 1
13:00 0 216 17 0 3 1 0 1 0 0 0 0 0 238
14:00 1 215 14 0 2 1 0 0 0 0 1 00 2 3 4
15:00 2 228 8 0 2 0 1 0 1 0 0 0 0 242
16:00 1 229 12 0 2 0 0 1 0 0 0 0 0 245
17:00 2 305 13 0 2 1 1 0 1 0 0 0 0 325
18:00 1 213 13 0 1 0 0 0 0 0 0 0 0 228
19:00 0 150 9 0 0 0 0 0 0 1 0 0 0 160
2 0 : 0 00 1 1 060010100000 1 1 8
21:00 0 81 4 0 0 0 0 0 0 0 0 0 0 85
2 2 : 0 00 3 810000000000 3 9
23:00 0 27 2 0 0 0 0 0 0 0 0 0 0 29
Day
Total 18 3010 156 2 20 4 4 5 3 2 1 0 0 3225
Percent 0.6% 93.3% 4.8% 0.1% 0.6% 0.1% 0.1% 0.2% 0.1% 0.1% 0.0% 0.0% 0.0% AM Peak 10:00 11:00 11:00 08:00 08:00 11:00 09:00 11:00 09:00 11:00 Vol. 3 195 10 1 2 1 1 1 1 210
PM Peak 15:00 17:00 12:00 12:00 13:00 13:00 12:00 13:00 15:00 19:00 14:00 17:00 Vol. 2 305 17 1 3 1 1 1 1 1 1 325

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 10 1 600000000000 1 6
01:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4
0 2 : 0 005000000000005
03:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 4 : 0 005100000000006
05:00 0 25 7 0 0 0 0 0 0 0 0 0 0 32
0 6 : 0 00 9 180110000000 1 0 1
07:00 1 155 18 0 2 1 0 2 0 0 0 0 0 179
08:00 2 218 18 1 200000000 2 4 1
09:00 1 225 16 1 1 2 0 1 0 0 0 0 0 247
10:00 4 2 0 6 1 81200000000 2 3 1
11:00 1 255 21 0 3 2 0 0 0 0 0 0 0 282
12 PM 1 257 18 0 5 00 1 0000 1 283
13:00 8 261 22 0 1 0 0 1 0 0 0 0 0 293
14:00 5 267 14 0 3 21 000 1 00 2 9 3
15:00 4 317 21 0 4 1 0 0 0 0 0 0 0 347
16:00 6 322 17 0 2 1 0 1 0 0 0 0 0 349
17:00 2 343 14 0 1 0 0 0 0 1 0 0 0 361
18:00 7 298 14 0 0 0 1 0 1 0000 3 2 1
19:00 2 229 6 0 1 0 0 1 0 0 0 0 0 239
2 0 : 0 03 1 7 240000000000 1 7 9
21:00 2 110 3 0 0 0 0 0 0 0 0 0 0 115
2 2 : 0 00 7 340100000000 7 8
23:00 1 27 1 0 0 0 0 0 0 0 0 0 0 29
Day
Total 50 3885 246 3 29 10 2 7 1 1 1 0 1 4236
Percent 1.2% 91.7% 5.8% 0.1% 0.7% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 11:00 11:00 08:00 11:00 09:00 07:00 11:00 Vol. 4 255 21 1 3 2 2 282
PM Peak 13:00 17:00 13:00 12:00 14:00 14:00 12:00 18:00 17:00 14:00 12:00 17:00 Vol. 8 343 22 5 2 1 1 1 1 1 1 361

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 10 2 200000000000 2 2
01:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
0 2 : 0 007000000000007
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 001000000000001
05:00 0 15 0 0 0 1 0 0 0 0 0 0 0 16
06:00 1 39 4 0 1 0 0 2 00000 4 7
07:00 0 67 5 0 1 0 0 0 0 0 0 0 0 73
08:00 1 110 14 0 0 1 0 1 1 0000 1 2 8
09:00 0 138 15 1 2 0 0 0 0 0 0 0 0 156
10:00 2 220 17 0 4 00000000 2 4 3
11:00 5 273 14 0 1 0 0 0 0 0 0 0 0 293
12 PM 6 288 1 71421 000000 3 1 9
13:00 3 281 12 0 2 1 1 0 0 0 0 0 0 300
14:00 2 310 1 70100000000 330
15:00 2 285 9 0 1 0 0 0 0 0 0 0 0 297
16:00 8 2 8 2 1 70000000000 3 0 7
17:00 3 291 13 0 2 0 1 0 0 0 0 0 0 310
1 8 : 0 04 2 7 240000000000 2 8 0
19:00 0 226 11 0 1 0 0 0 0 0 0 0 0 238
2 0 : 0 00 1 6 070000000000 1 6 7
21:00 0 103 2 0 0 0 0 0 0 0 0 0 0 105
2 2 : 0 00 7 070000000000 7 7
23:00 0 36 0 0 0 0 0 0 0 0 0 0 0 36
Day
Total 37 3508 185 2 20 5 3 3 1 0 0 0 0 3764
Percent 1.0% 93.2% 4.9% 0.1% 0.5% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 10:00 09:00 10:00 05:00 06:00 08:00 11:00 Vol. 5 273 17 1 4 1 2 1 293
PM Peak 16:00 14:00 12:00 12:00 12:00 12:00 12:00 14:00 Vol. 8 310 17 1 4 2 1 330

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 8 / 2 10 1 510000000000 1 6
01:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
0 2 : 0 00 1 100000000000 1 1
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 007000000000007
05:00 0 11 0 0 0 0 0 0 0 0 0 0 0 11
06:00 0 30 3 0 0 0 0 1 00000 3 4
07:00 0 51 3 0 1 0 0 0 0 0 0 0 0 55
0 8 : 0 00 6 570000000000 7 2
09:00 0 140 9 0 1 0 0 0 0 0 0 0 0 150
10:00 2 145 12 0000000000 1 5 9
11:00 5 215 9 0 1 1 0 0 0 0 0 0 0 231
1 2 P M1 2 5 580000000000 2 6 4
13:00 1 267 4 1 2 0 1 0 0 0 0 0 0 276
14:00 3 261 14 0200000000 2 8 0
15:00 3 264 5 0 0 0 0 1 0 0 0 0 0 273
16:00 3 269 13 0 0 1 0000000 286
17:00 2 221 7 0 0 0 0 0 0 0 0 0 0 230
1 8 : 0 03 2 2 080001000000 2 3 2
19:00 0 175 7 0 1 0 0 0 0 0 0 0 0 183
2 0 : 0 00 9 490110000000 1 0 5
21:00 0 81 4 0 0 0 0 0 0 0 0 0 0 85
2 2 : 0 00 3 600000000000 3 6
23:00 0 18 0 0 0 0 0 0 0 0 0 0 0 18
Day
Total 23 2868 123 1 9 3 2 2 0 0 0 0 0 3031
Percent 0.8% 94.6% 4.1% 0.0% 0.3% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 10:00 07:00 11:00 06:00 11:00
Vol. 5 215 12 1 1 1 231
PM Peak 14:00 16:00 14:00 13:00 13:00 16:00 13:00 15:00 16:00 Vol. 3 269 14 1 2 1 1 1 286

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 10 1 030000000000 1 3
01:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3
0 2 : 0 003000000000003
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 004000000000004
05:00 0 27 2 0 0 1 0 0 0 0 0 0 0 30
06:00 0 72 4 0 1 0 0 3 00000 8 0
07:00 2 140 15 0 5 2 0 1 0 0 0 0 0 165
08:00 4 239 13 0 6 10100000 264
09:00 3 205 22 2 4 0 0 0 0 0 0 0 0 236
10:00 4 188 17 0 1 0 0 1 0 0 0 0 0 211
11:00 4 195 19 1 3 1 0 0 0 0 0 0 0 223
12 PM 4 228 21 0 41 0100000 2 5 9
13:00 2 62 12 0 2 0 0 0 0 0 0 0 0 78
14:00 2 72 4 0 0 1 0 0 1 0000 8 0
15:00 3 277 24 0 3 0 0 2 0 0 0 0 0 309
16:00 5 248 25 0100000000 2 7 9
17:00 5 268 13 0 1 0 0 0 0 0 0 0 0 287
1 8 : 0 04 2 4 980200000000 2 6 3
19:00 0 170 7 0 0 0 0 0 0 0 0 0 0 177
2 0 : 0 01 1 0 250000000000 1 0 8
21:00 0 58 2 0 0 0 0 0 0 0 0 0 0 60
2 2 : 0 00 5 220000000000 5 4
23:00 0 20 1 0 0 0 0 0 0 0 0 0 0 21
Day
Total 43 2896 219 3 33 7 0 9 1 0 0 0 0 3211
Percent 1.3% 90.2% 6.8% 0.1% 1.0% 0.2% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 08:00 09:00 09:00 08:00 07:00 06:00 08:00 Vol. 4 239 22 2 6 2 3 264
PM Peak 16:00 15:00 16:00 12:00 12:00 15:00 14:00 15:00 Vol. 5 277 25 4 1 2 1 309

Grand
Total 267 22984 1390 18 193 56 18 38 8 5 4 0 1 24982
Percent 1.1% 92.0% 5.6% 0.1% 0.8% 0.2% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 2
Station ID:

ADT LOCATION #2 (KIELY TO SARATOGA)
All Traffic Data Services
www.alltrafficdata.net
Start 23-Feb-21 24-Feb-21 25-Feb-21 26-Feb-21 27-Feb-21 28-Feb-21 01-Mar-21 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 18 13 11 5 97 19 16 25 22 27 16 10 13 17 13
01:00 5 5 12 3 6 2 10 4 11 8 12 10 5 3 9 5
02:00 4 9 74 93 85 47 61 1 43 66
03:00 5 8 9 5 8 4 7 5 4 4 7 7 8 4 7 5
04:00 9 5 16 6 11 7 76 81 57 11 4 10 5
05:00 29 38 38 33 39 32 34 32 17 16 10 11 34 30 29 27
06:00 89 91 84 79 94 69 76 101 38 47 35 34 64 80 69 72
07:00 145 189 154 178 163 123 139 179 92 73 59 55 129 165 126 137 08:00 245 276 226 286 240 190 250 241 152 128 96 72 233 264 206 208 09:00 246 243 255 220 266 202 244 247 199 156 167 150 251 236 233 208 10:00 236 211 257 230 251 192 273 231 277 243 224 159 233 211 250 211 11:00 250 218 269 252 266 210 298 282 351 293 268 231 262 223 281 244 12:00 PM 292 244 310 264 303 241 351 283 387 319 249 264 304 259 314 268 01:00 292 281 311 270 290 238 357 293 352 300 291 276 331 78 318 248 02:00 321 282 355 273 295 234 348 293 340 330 299 280 352 80 330 253 03:00 345 317 371 331 311 242 379 347 347 297 300 273 365 309 345 302 04:00 404 281 375 271 315 245 424 349 283 307 272 286 357 279 347 288 05:00 375 333 396 302 419 325 444 361 313 310 268 230 191 287 344 307 06:00 295 270 259 273 291 228 362 321 268 280 218 232 114 263 258 267 07:00 156 210 197 192 206 160 220 239 197 238 152 183 83 177 173 200 08:00 114 112 119 91 134 118 136 179 129 167 103 105 39 108 111 126 09:00 66 72 101 73 64 85 98 115 102 105 68 85 20 60 74 85 10:00 48 68 54 41 48 39 45 78 63 77 38 36 14 54 44 56
11:00 12 39 26 18 20 29 37 29 38 36 19 18 0 21 22 27
Total 4001 3815 4212 3700 4058 3225 4566 4236 3997 3764 3193 3031 3414 3211 3923 3568 Day 7816 7912 7283 8802 7761 6224 6625 7491
AM Peak 11:00 08:00 11:00 08:00 09:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 08:00 11:00 11:00 Vol. 250 276 269 286 266 210 298 282 351 293 268 231 262 264 281 244 PM Peak 16:00 17:00 17:00 15:00 17:00 17:00 17:00 17:00 12:00 14:00 15:00 16:00 15:00 15:00 16:00 17:00 Vol. 404 333 396 331 419 325 444 361 387 330 300 286 365 309 347 307

Comb.

Total 7816 7912 7283 8802 7761 6224 6625 7491

ADT ADT 7,489 AADT 7,489
I
I
I I
I

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 12530000000000 1 0
01:00 1 8 0 0 0 0 0 0 0 0 0 0 0 9
0 2 : 0 023000000000005
03:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12
0 4 : 0 01 1 120100000000 1 5
05:00 3 31 10 1 2 1 0 0 0 0 0 0 0 48
06:00 11 97 21 2 600010000 1 3 8
07:00 2 144 10 0 7 0 0 0 0 0 0 0 0 163
08:00 7 231 2 01300010000 2 6 3
09:00 5 183 33 0 6 1 0 1 0 0 0 0 0 229
10:00 6 214 28 0 3 1 0 2 1 0 0 0 0 255
11:00 8 219 20 1 13 1 0 2 2 0 0 0 0 266
12 PM 6 268 26 1 9 1 0 0 0 0 0 0 0 311
13:00 7 280 25 2 9 0 0 3 0 0 0 0 0 326
14:00 2 318 30 0 7 1 0 3 0 0 0 0 0 361
15:00 4 338 28 0 10 0 0 1 0 0 0 0 0 381
16:00 5 360 46 06 2 000000 1 420
17:00 10 371 29 0 11 2 0 1 0 0 0 0 0 424
18:00 6 270 20 0 1 0 0 0 0 0 1 00 2 9 8
19:00 7 158 8 0 0 0 0 0 0 0 0 0 0 173
20:00 1 103 12 0 0 0 0 0 0 0 0 0 0 116
21:00 2 65 6 0 0 0 0 0 0 0 0 0 0 73
2 2 : 0 00 4 421000000000 4 7
23:00 1 15 4 0 0 0 0 0 0 0 0 0 0 20
Day
Total 99 3748 383 9 94 10 0 13 5 0 1 0 1 4363
Percent 2.3% 85.9% 8.8% 0.2% 2.2% 0.2% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 08:00 09:00 06:00 11:00 05:00 10:00 11:00 11:00 Vol. 11 231 33 2 13 1 2 2 266
PM Peak 17:00 17:00 16:00 13:00 17:00 16:00 13:00 18:00 16:00 17:00 Vol. 10 371 46 2 11 2 3 1 1 424

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 10910000000000 1 0
01:00 2 18 0 0 1 0 0 0 0 0 0 0 0 21
0 2 : 0 015100000000007
03:00 1 6 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 01 1 520000000000 1 8
05:00 8 41 8 0 4 1 0 0 0 0 0 0 0 62
06:00 10 1 2 3 1 30400000000 1 5 0
07:00 7 178 19 0 6 0 1 1 0 0 0 0 0 212
08:00 3 187 27 0 8 00100000 2 2 6
09:00 1 218 26 1 6 2 2 1 0 0 0 0 0 257
10:00 5 201 18 1 6 2 0 1 1 0000 2 3 5
11:00 6 254 29 1 8 2 1 0 0 0 0 0 0 301
12 PM 3 304 28 0 3 41 000000 3 4 3
13:00 5 274 26 0 1 2 0 0 0 0 0 0 0 308
14:00 5 320 24 16 10 4 0 0 0 0 0 361
15:00 8 297 32 0 2 0 1 0 0 0 0 0 0 340
16:00 7 305 37 1 6 1 0 0 0 0 0 0 0 357
17:00 4 367 40 0 5 0 0 0 1 0 0 0 0 417
18:00 2 254 17 0 3 1 0 0 0 0 0 0 0 277
19:00 5 163 15 0 3 0 0 0 0 0 0 0 0 186
2 0 : 0 01 1 1 580200100000 1 2 7
21:00 0 58 10 1 2 1 0 0 0 0 0 0 0 72
2 2 : 0 00 4 260000000000 4 8
23:00 2 29 0 0 1 0 0 0 0 0 0 0 0 32
Day
Total 87 3783 387 6 77 17 6 9 2 0 0 0 0 4374
Percent 2.0% 86.5% 8.8% 0.1% 1.8% 0.4% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 11:00 11:00 09:00 08:00 09:00 09:00 07:00 10:00 11:00 Vol. 10 254 29 1 8 2 2 1 1 301
PM Peak 15:00 17:00 17:00 14:00 14:00 12:00 12:00 14:00 17:00 17:00 Vol. 8 367 40 1 6 4 1 4 1 417

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 106100000000007
01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 004000000000004
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 01 1 740000000000 2 2
05:00 6 36 8 0 2 1 0 1 0 0 0 0 0 54
06:00 12 9 4 1 30300000000 1 2 2
07:00 7 140 14 0 5 0 0 0 0 0 0 0 0 166
08:00 9 207 23 0 5 2 00 1 0000 2 4 7
09:00 3 186 29 1 9 0 0 1 0 0 0 0 0 229
10:00 2 232 21 1 7 0 1 000000 2 6 4
11:00 5 237 36 1 4 0 1 0 1 0 0 0 0 285
12 PM 7 267 27 0 4 2 1 000000 3 0 8
13:00 5 297 26 0 4 0 1 2 0 0 0 0 0 335
14:00 8 295 30 0 3 3 02 1 0000 3 4 2
15:00 6 347 26 0 8 1 0 0 0 0 0 0 0 388
16:00 4 341 45 0800100000 3 9 9
17:00 9 512 41 0 8 2 0 3 0 0 0 0 0 575
18:00 3 302 37 0 3 2 0 0 0 1 000 3 4 8
19:00 3 185 9 0 4 0 0 0 0 0 0 0 0 201
2 0 : 0 00 1 0 480000000000 1 1 2
21:00 2 73 5 0 1 0 0 0 0 0 0 0 0 81
22:00 5 63 6 1 010000000 7 6
23:00 1 29 0 0 2 0 0 0 0 0 0 0 0 32
Day
Total 98 3983 409 4 80 14 4 10 3 1 0 0 0 4606
Percent 2.1% 86.5% 8.9% 0.1% 1.7% 0.3% 0.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 11:00 11:00 09:00 09:00 08:00 10:00 05:00 08:00 11:00 Vol. 12 237 36 1 9 2 1 1 1 285
PM Peak 17:00 17:00 16:00 22:00 15:00 14:00 12:00 17:00 14:00 18:00 17:00 Vol. 9 512 45 1 8 3 1 3 1 1 575

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 14 1 710000000000 2 2
01:00 2 9 1 0 0 0 0 0 0 0 0 0 0 12
0 2 : 0 01 1 110000000000 1 3
03:00 1 6 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 01 1 840000000000 2 3
05:00 3 26 9 0 2 2 0 0 0 0 0 0 0 42
06:00 14 9 2 1 8040000 1 000 1 2 9
07:00 5 160 18 0 6 0 0 0 0 1 0 0 0 190
08:00 2 189 24 0 4 0 1 000000 2 2 0
09:00 3 204 32 0 5 1 0 0 0 1 0 0 0 246
10:00 7 251 27 0 10 20001000 2 9 8
11:00 6 274 29 0 10 1 0 0 0 0 0 0 0 320
12 PM 10 302 25 1 7 10200000 3 4 8
13:00 3 324 38 2 7 1 0 1 0 0 0 0 0 376
14:00 5 311 41 1600 31 0 1 00 3 6 9
15:00 7 436 29 0 4 1 0 1 0 0 0 0 0 478
16:00 9 388 34 0 6 1 0 2 0 0 0 0 0 440
17:00 2 402 38 0 5 1 0 0 0 0 0 0 0 448
18:00 2 321 32 0 2 3 0000000 3 6 0
19:00 6 233 18 0 1 0 0 0 0 0 0 0 0 258
2 0 : 0 01 1 4 370000000000 1 5 1
21:00 3 114 7 0 0 0 0 0 0 0 0 0 0 124
2 2 : 0 04 6 510100000000 7 1
23:00 5 39 2 1 0 0 0 0 0 0 0 0 0 47
Day
Total 106 4335 436 5 80 14 1 9 1 4 1 0 0 4992
Percent 2.1% 86.8% 8.7% 0.1% 1.6% 0.3% 0.0% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% AM Peak 06:00 11:00 09:00 10:00 05:00 08:00 06:00 11:00 Vol. 14 274 32 10 2 1 1 320
PM Peak 12:00 15:00 14:00 13:00 12:00 18:00 14:00 14:00 14:00 15:00 Vol. 10 436 41 2 7 3 3 1 1 478

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 14 2 820000000000 3 4
01:00 2 10 0 0 0 0 0 0 0 0 0 0 0 12
0 2 : 0 03 1 200100000000 1 6
03:00 0 9 0 0 0 0 0 1 0 0 0 0 0 10
0 4 : 0 03 1 530000000000 2 1
05:00 3 19 7 0 2 0 0 0 0 0 0 0 0 31
0 6 : 0 07 5 480110000000 7 1
07:00 6 90 13 0 4 0 0 0 0 0 0 0 0 113
08:00 1 156 18 0 7 00 2 0 0 0 0 0 184
09:00 5 200 20 0 6 2 0 1 0 0 0 0 0 234
10:00 1 295 25 0 6 1 0 0 0 0 0 0 0 328
11:00 8 334 30 0 5 0 0 0 0 0 0 0 0 377
12 PM 3 371 36 1 610000000 418
13:00 3 339 30 1 8 1 0 1 0 0 0 0 0 383
14:00 5 334 21 0 6 2 0000000 3 6 8
15:00 5 351 33 0 4 0 0 0 0 1 0 0 0 394
16:00 7 3 3 7 3 30310000000 3 8 1
17:00 2 316 16 0 6 1 0 0 0 0 0 0 0 341
18:00 2 292 20 0 6 1 0 0 0 0 0 0 0 321
19:00 2 211 15 0 5 1 0 0 0 0 0 0 0 234
2 0 : 0 04 1 4 480210000000 1 5 9
21:00 1 87 10 0 2 0 0 0 0 0 0 0 0 100
2 2 : 0 07 5 410110000000 6 4
23:00 7 46 3 0 0 0 0 0 0 1 0 0 0 57
Day
Total 91 4104 352 2 81 14 0 5 0 2 0 0 0 4651
Percent 2.0% 88.2% 7.6% 0.0% 1.7% 0.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 08:00 09:00 08:00 11:00
Vol. 8 334 30 7 2 2 377
PM Peak 16:00 12:00 12:00 12:00 13:00 14:00 13:00 15:00 12:00 Vol. 7 371 36 1 8 2 1 1 418

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 02/28/21 6 2 900000000000 3 5
01:00 3 19 1 1 0 0 0 0 0 0 0 0 0 24
0 2 : 0 026000000000008
03:00 2 7 0 0 0 0 0 0 0 0 0 0 0 9
0 4 : 0 017100000000009
05:00 0 19 4 0 1 0 0 0 0 0 0 0 0 24
0 6 : 0 02 3 050300000000 4 0
07:00 3 69 8 0 1 0 0 0 0 0 0 0 0 81
08:00 0 100 10 0 2 0 0 0 0 0 0 0 0 112
09:00 4 146 18 0 2 0 0 0 0 0 0 0 0 170
10:00 1 255 22 0200000000 2 8 0
11:00 5 277 20 1 6 1 0 1 0 0 0 0 0 311
12 PM 6 314 16 1 300 1 0 0 0 0 0 341
13:00 6 327 17 0 2 1 0 1 0 0 0 0 0 354
14:00 7 331 19 0100000000 358
15:00 2 281 17 0 7 1 0 0 0 0 0 0 0 308
16:00 5 288 17 0 6 1 0 0 0 0 0 0 0 317
17:00 3 269 18 0 2 1 0 0 0 0 0 0 0 293
18:00 7 211 11 0 1 0 0 0 0 0 0 0 0 230
19:00 1 178 13 0 2 0 0 0 0 0 0 0 0 194
20:00 1 106 10 0 0 0 0 0 0 0 0 0 0 117
21:00 2 74 3 1 1 0 0 0 0 0 0 0 0 81
2 2 : 0 03 6 050000000000 6 8
23:00 3 27 1 0 0 0 0 0 0 0 0 0 0 31
Day
Total 75 3430 236 4 42 5 0 3 0 0 0 0 0 3795
Percent 2.0% 90.4% 6.2% 0.1% 1.1% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 00:00 11:00 10:00 01:00 11:00 11:00 11:00 11:00 Vol. 6 277 22 1 6 1 1 311
PM Peak 14:00 14:00 14:00 12:00 15:00 13:00 12:00 14:00 Vol. 7 331 19 1 7 1 1 358

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 11 1 120100000000 1 5
01:00 2 9 0 0 0 0 0 0 0 0 0 0 0 11
0 2 : 0 03800000000000 1 1
03:00 0 8 0 0 1 0 0 0 0 0 0 0 0 9
0 4 : 0 03 1 560010000000 2 5
05:00 8 39 9 0 2 0 0 0 0 0 0 0 0 58
0 6 : 0 08 9 1 1 70110000000 1 1 8
07:00 33 157 19 0 5 0 0 1 1 0 0 0 0 216
08:00 4 217 21 2 3 1 0 0 0 0 0 0 0 248
09:00 5 187 35 3 9 0 0 1 0 0 0 0 0 240
10:00 3 208 20 0 3 2 0010000 2 3 7
11:00 2 243 26 1 7 1 0 0 0 1 0 0 0 281
12 PM 0 275 25 0 6 1 00 1 0000 3 0 8
13:00 6 258 25 1 7 0 0 1 0 0 0 0 0 298
14:00 2 285 27 0 8 10 2 0 0 0 0 0 325
15:00 4 292 37 0 3 1 0 0 0 0 0 0 0 337
16:00 6 316 30 0 6 0 0 1 0 0 0 0 0 359
17:00 5 362 27 1 6 0 0 1 0 0 0 0 0 402
18:00 10 2 0 0 2 10400200000 2 3 7
19:00 5 143 8 0 2 1 0 0 0 0 0 0 0 159
2 0 : 0 00 9 5 1 40200010000 1 1 2
21:00 0 63 4 0 0 0 0 0 0 0 0 0 0 67
2 2 : 0 00 4 640000000000 5 0
23:00 2 35 4 1 0 0 0 0 0 0 0 0 0 42
Day
Total 112 3563 381 9 76 10 0 9 4 1 0 0 0 4165
Percent 2.7% 85.5% 9.1% 0.2% 1.8% 0.2% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 09:00 09:00 09:00 10:00 07:00 07:00 11:00 11:00 Vol. 33 243 35 3 9 2 1 1 1 281
PM Peak 18:00 17:00 15:00 13:00 14:00 12:00 14:00 12:00 17:00 Vol. 10 362 37 1 8 1 2 1 402

Grand
Total 668 26946 2584 39 530 84 11 58 15 8 2 0 1 30946
Percent 2.2% 87.1% 8.4% 0.1% 1.7% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 109000000000009
01:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 003100000000004
03:00 0 10 0 0 0 0 0 0 1 0 0 0 0 11
0 4 : 0 00930000000000 1 2
05:00 0 27 5 0 1 0 0 0 0 0 0 0 0 33
0 6 : 0 02 6 6 1 30300200000 8 6
07:00 4 139 19 0 6 0 0 3 0 0 0 0 0 171
08:00 4 197 23 0 9 10100000 2 3 5
09:00 1 155 26 1 6 1 0 1 0 0 0 0 0 191
10:00 10 174 27 0 4 2 0100000 2 1 8
11:00 5 197 32 1 8 0 0 0 0 0 0 0 0 243
12 PM 2 231 20 1 600100000 2 6 1
13:00 4 246 18 0 8 0 0 0 0 0 0 0 0 276
14:00 3 276 36 01 2 0100000 3 1 9
15:00 5 266 23 0 6 0 0 2 0 0 0 0 0 302
16:00 3 272 25 0 6 0 0 1 0 0 0 0 0 307
17:00 11 292 29 0 6 1 0 0 0 0 1 0 0 340
18:00 7 247 22 0 3 0 0 0 0 0 0 0 0 279
19:00 3 203 14 0 1 0 0 1 0 0 0 0 0 222
2 0 : 0 02 1 1 070000000000 1 1 9
21:00 0 76 10 0 1 0 0 0 1 0 0 0 0 88
2 2 : 0 00 5 020100000000 5 3
23:00 0 24 2 0 0 0 0 0 0 0 0 0 0 26
Day
Total 66 3283 358 3 76 7 0 14 2 0 1 0 0 3810
Percent 1.7% 86.2% 9.4% 0.1% 2.0% 0.2% 0.0% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 08:00 11:00 09:00 08:00 10:00 07:00 03:00 11:00 Vol. 10 197 32 1 9 2 3 1 243
PM Peak 17:00 17:00 14:00 12:00 13:00 14:00 15:00 21:00 17:00 17:00 Vol. 11 292 36 1 8 2 2 1 1 340

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 10910000000000 1 0
01:00 1 11 1 0 0 0 0 0 0 0 0 0 0 13
0 2 : 0 006000000000006
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 00930000000000 1 2
05:00 0 26 4 0 1 0 0 0 0 0 0 0 0 31
06:00 0 61 14 0 3 2 0 3 00000 8 3
07:00 1 140 16 0 3 1 0 0 0 0 0 0 0 161
08:00 3 192 28 0 12 10000000 236
09:00 0 169 23 1 8 2 0 1 0 0 0 0 0 204
10:00 3 183 16 0 8 2 0 1 1 0000 2 1 4
11:00 2 205 21 0 4 1 0 1 0 0 1 0 0 235
12 PM 6 262 28 1 300000000 3 0 0
13:00 4 260 24 0 10 1 0 2 0 0 0 0 0 301
14:00 5 254 19 1 3 0 0 0 0 0 0 0 0 282
15:00 2 275 31 1 2 1 0 0 0 0 0 0 0 312
16:00 5 278 31 0 9 2 0000000 3 2 5
17:00 5 290 28 0 3 2 1 1 0 0 0 0 0 330
18:00 5 268 23 0 6 1 0 0 0 0 0 0 0 303
19:00 0 188 16 0 1 0 0 1 0 0 0 0 0 206
20:00 0 105 8 0 0 0 0 1 1 0000 1 1 5
21:00 0 74 4 0 1 0 0 0 0 0 0 0 0 79
2 2 : 0 00 3 250100000000 3 8
23:00 1 21 3 0 1 0 0 0 0 0 0 0 0 26
Day
Total 43 3325 347 4 79 16 1 11 2 0 1 0 0 3829
Percent 1.1% 86.8% 9.1% 0.1% 2.1% 0.4% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 08:00 09:00 08:00 06:00 06:00 10:00 11:00 08:00 Vol. 3 205 28 1 12 2 3 1 1 236
PM Peak 12:00 17:00 15:00 12:00 13:00 16:00 17:00 13:00 20:00 17:00 Vol. 6 290 31 1 10 2 1 2 1 330

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 10 1 600000000000 1 6
01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
0 2 : 0 002000000000002
03:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 4 : 0 00830000000000 1 1
05:00 0 25 5 0 1 0 0 0 0 0 0 0 0 31
06:00 0 75 9 0 3 0 0 2 00000 8 9
07:00 1 130 24 0 1 1 0 1 0 0 0 0 0 158
08:00 4 165 21 0 8 1000 1 000 2 0 0
09:00 1 158 16 1 6 0 0 0 0 0 0 0 0 182
10:00 3 211 19 1 7 0 0 1 1 0000 2 4 3
11:00 5 235 31 0 8 2 0 0 0 0 0 0 0 281
12 PM 4 247 22 0 11 00 1 0 0 0 0 0 285
13:00 4 248 24 0 5 0 0 0 0 0 0 0 0 281
14:00 6 2 6 2 2 30300100000 2 9 5
15:00 4 270 34 0 4 0 0 1 0 0 0 0 0 313
16:00 4 291 36 0610000000 3 3 8
17:00 2 317 33 0 3 0 0 1 0 0 0 0 0 356
18:00 4 249 20 0 5 3 0000000 2 8 1
19:00 0 212 26 0 2 0 0 0 0 0 0 0 0 240
2 0 : 0 03 1 2 560000000000 1 3 4
21:00 1 87 6 0 0 0 0 0 0 0 0 0 0 94
2 2 : 0 01 3 540210000000 4 3
23:00 0 25 3 0 1 0 0 0 0 0 0 0 0 29
Day
Total 47 3404 365 2 76 9 0 8 1 1 0 0 0 3913
Percent 1.2% 87.0% 9.3% 0.1% 1.9% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 09:00 08:00 11:00 06:00 10:00 08:00 11:00 Vol. 5 235 31 1 8 2 2 1 1 281
PM Peak 14:00 17:00 16:00 12:00 18:00 12:00 17:00
Vol. 6 317 36 11 3 1 356

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 10 1 300000000000 1 3
01:00 0 10 2 0 0 0 0 0 0 0 0 0 0 12
0 2 : 0 004001000000005
03:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 006300000000009
05:00 0 23 5 0 2 0 0 0 0 0 0 0 0 30
06:00 0 78 9 1 300 2 00000 9 3
07:00 1 121 17 0 4 0 0 1 0 0 0 0 0 144
08:00 0 185 31 0700000000 2 2 3
09:00 2 174 26 0 4 1 0 0 0 0 0 0 0 207
10:00 0 165 31 0 9 00000000 2 0 5
11:00 6 245 28 0 9 1 0 1 2 0 0 0 0 292
12 PM 7 280 33 0 7 10000 1 00 3 2 9
13:00 3 242 26 1 4 0 1 0 0 0 0 0 0 277
14:00 2 286 25 0 7 3 0000000 3 2 3
15:00 7 335 26 0 6 2 0 1 0 0 0 0 0 377
16:00 6 336 3 00710100000 381
17:00 8 317 26 0 3 2 0 0 0 0 0 0 0 356
18:00 3 304 31 0 4 0 0 0 0 0 0 1 0 343
19:00 2 290 20 0 2 0 0 0 0 0 0 0 0 314
20:00 1 201 13 0 2 0 0 0 0 0 0 0 0 217
21:00 2 101 7 0 0 0 0 0 0 0 0 0 0 110
22:00 0 72 5 0 1 0 0 0 1 0000 7 9
23:00 1 37 3 0 0 0 0 0 0 0 0 0 0 41
Day
Total 51 3832 397 2 82 11 1 6 3 0 1 1 0 4387
Percent 1.2% 87.3% 9.0% 0.0% 1.9% 0.3% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 08:00 06:00 10:00 09:00 06:00 11:00 11:00 Vol. 6 245 31 1 9 1 2 2 292
PM Peak 17:00 16:00 12:00 13:00 12:00 14:00 13:00 15:00 22:00 12:00 18:00 16:00 Vol. 8 336 33 1 7 3 1 1 1 1 1 381

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 10 1 210000000000 1 3
01:00 0 5 0 0 1 0 0 0 0 0 0 0 0 6
0 2 : 0 00900000100000 1 0
03:00 0 6 2 0 0 0 0 0 0 0 0 0 0 8
04:00 0 6 2 0 1 1 0000000 1 0
05:00 0 15 2 0 0 1 0 0 1 0 0 0 0 19
0 6 : 0 00 3 980410100000 5 3
07:00 0 73 7 0 3 1 0 0 0 0 0 0 0 84
08:00 3 123 10 0 4 0 0 1 0 0 0 0 0 141
09:00 2 169 19 0 13 0 0 0 0 0 0 0 0 203
10:00 4 223 31 0500 4 0 0 0 0 0 267
11:00 4 240 27 0 8 0 0 0 0 0 0 0 0 279
12 PM 6 268 29 173 0 1 0 0 0 0 0 315
13:00 7 298 26 0 6 0 0 0 0 1 0 0 0 338
14:00 8 275 30 0600000000 3 1 9
15:00 7 297 14 0 4 0 0 1 0 0 0 0 0 323
16:00 10 299 2 00200000000 3 3 1
17:00 2 285 24 0 5 0 0 0 0 0 0 0 0 316
18:00 4 272 19 0 4 2 0 0 0 0 0 0 0 301
19:00 7 237 13 0 1 0 0 0 0 0 0 0 0 258
20:00 1 184 14 0 1 0 0 0 0 0 0 0 0 200
21:00 0 110 13 0 0 1 0 0 0 0 0 0 0 124
22:00 0 53 2 0 1 0 0 0 1 0000 5 7
23:00 0 45 5 0 0 0 0 0 0 0 0 0 0 50
Day
Total 65 3543 318 1 76 10 0 9 2 1 0 0 0 4025
Percent 1.6% 88.0% 7.9% 0.0% 1.9% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 11:00 10:00 09:00 04:00 10:00 05:00 11:00 Vol. 4 240 31 13 1 4 1 279
PM Peak 16:00 16:00 14:00 12:00 12:00 12:00 12:00 22:00 13:00 13:00 Vol. 10 299 30 1 7 3 1 1 1 338

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 8 / 2 10 2 230000000000 2 5
01:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12
0 2 : 0 00910000000000 1 0
03:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
0 4 : 0 00910000000000 1 0
05:00 0 18 2 0 2 0 0 1 0 0 0 0 0 23
0 6 : 0 00 3 440000000000 3 8
07:00 1 57 6 0 3 0 0 0 0 0 0 0 0 67
08:00 1 63 12 0 1 0 1 000000 7 8
09:00 0 127 15 0 1 0 0 0 0 0 0 0 0 143
10:00 2 159 25 0 5 0000 1 000 1 9 2
11:00 13 224 8 1 3 0 0 0 0 0 0 0 0 249
12 PM 7 263 25 0 2 0 0 0 0 0 0 0 0 297
13:00 4 261 17 0 2 1 0 2 0 0 0 0 0 287
14:00 2 274 27 0 3 0 0 1 0 0 0 0 0 307
15:00 9 307 20 0 5 2 0 0 0 0 0 0 0 343
16:00 7 266 17 0 4 0 0 0 0 0 0 0 0 294
17:00 1 250 29 0 0 1 0 1 0 0 0 0 0 282
18:00 4 232 15 0 3 0 0 0 0 0 0 0 0 254
19:00 2 208 15 1 2 0 0 0 0 0 0 0 0 228
2 0 : 0 00 1 0 860200000000 1 1 6
21:00 2 59 7 0 1 0 0 0 0 0 0 0 0 69
2 2 : 0 00 3 530000000000 3 8
23:00 1 19 2 0 0 0 0 0 1 0 0 0 0 23
Day
Total 56 3023 261 2 39 4 1 5 1 1 0 0 0 3393
Percent 1.7% 89.1% 7.7% 0.1% 1.1% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 10:00 11:00 10:00 08:00 05:00 10:00 11:00 Vol. 13 224 25 1 5 1 1 1 249
PM Peak 15:00 15:00 17:00 19:00 15:00 15:00 13:00 23:00 15:00 Vol. 9 307 29 1 5 2 2 1 343

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 10 1 610000000000 1 7
01:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
0 2 : 0 002000000000002
03:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
0 4 : 0 00 1 430000000000 1 7
05:00 2 24 5 0 0 0 0 0 0 0 0 0 0 31
06:00 0 59 13 0 2 0 0 4 00000 7 8
07:00 2 152 24 0 6 0 0 3 0 0 0 0 0 187
08:00 7 167 29 1 700100000 2 1 2
09:00 2 140 23 0 8 0 0 1 0 0 0 0 0 174
10:00 0 169 24 1 4 1 0000000 1 9 9
11:00 1 189 27 0 6 0 0 0 0 0 0 0 0 223
12 PM 1 220 23 0 8 00 2 0 0 0 0 0 254
13:00 4 244 31 0 4 1 0 0 0 0 0 0 0 284
14:00 3 272 24 0 1 1 0 1 0 0 0 0 0 302
15:00 7 268 31 0 3 1 0 0 0 0 0 0 0 310
16:00 3 266 19 0 2 1 0 1 0 0 0 0 0 292
17:00 5 275 23 0 8 2 0 1 0 0 0 0 0 314
18:00 1 213 27 0 6 1 0 1 0 0 0 0 0 249
19:00 0 171 14 0 1 0 0 0 1 0 0 0 0 187
2 0 : 0 01 1 1 770100000000 1 2 6
21:00 0 78 6 0 1 0 0 0 0 0 0 0 0 85
2 2 : 0 02 4 660100000000 5 5
23:00 0 30 2 0 0 0 0 0 1 0 0 0 0 33
Day
Total 41 3148 362 2 69 8 0 15 2 0 0 0 0 3647
Percent 1.1% 86.3% 9.9% 0.1% 1.9% 0.2% 0.0% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 08:00 08:00 09:00 10:00 06:00 11:00 Vol. 7 189 29 1 8 1 4 223
PM Peak 15:00 17:00 13:00 12:00 17:00 12:00 19:00 17:00 Vol. 7 275 31 8 2 2 1 314

Grand
Total 369 23558 2408 16 497 65 3 68 13 3 3 1 0 27004
Percent 1.4% 87.2% 8.9% 0.1% 1.8% 0.2% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 3
Station ID:

ADT LOCATION #3 (SARATOGA TO WINCHESTER)
All Traffic Data Services
www.alltrafficdata.net
Start 23-Feb-21 24-Feb-21 25-Feb-21 26-Feb-21 27-Feb-21 28-Feb-21 01-Mar-21 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 10 9 10 10 71 6 22 13 34 13 35 25 15 17 19 15
01:00 9 5 21 13 5 6 12 12 12 6 24 12 11 10 13 9
02:00 5 4 76 42 13 5 16 10 81 0 11 2 96
03:00 12 11 7 7 4 5 7 7 10 8 9 8 9 6 8 7
04:00 15 12 18 12 22 11 23 9 21 10 91 0 25 17 19 12
05:00 48 33 62 31 54 31 42 30 31 19 24 23 58 31 46 28
06:00 138 86 150 83 122 89 129 93 71 53 40 38 118 78 110 74 07:00 163 171 212 161 166 158 190 144 113 84 81 67 216 187 163 139 08:00 263 235 226 236 247 200 220 223 184 141 112 78 248 212 214 189 09:00 229 191 257 204 229 182 246 207 234 203 170 143 240 174 229 186 10:00 255 218 235 214 264 243 298 205 328 267 280 192 237 199 271 220 11:00 266 243 301 235 285 281 320 292 377 279 311 249 281 223 306 257 12:00 PM 311 261 343 300 308 285 348 329 418 315 341 297 308 254 340 292 01:00 326 276 308 301 335 281 376 277 383 338 354 287 298 284 340 292 02:00 361 319 361 282 342 295 369 323 368 319 358 307 325 302 355 307 03:00 381 302 340 312 388 313 478 377 394 323 308 343 337 310 375 326 04:00 420 307 357 325 399 338 440 381 381 331 317 294 359 292 382 324 05:00 424 340 417 330 575 356 448 356 341 316 293 282 402 314 414 328 06:00 298 279 277 303 348 281 360 343 321 301 230 254 237 249 296 287 07:00 173 222 186 206 201 240 258 314 234 258 194 228 159 187 201 236 08:00 116 119 127 115 112 134 151 217 159 200 117 116 112 126 128 147 09:00 73 88 72 79 81 94 124 110 100 124 81 69 67 85 85 93 10:00 47 53 48 38 76 43 71 79 64 57 68 38 50 55 61 52
11:00 20 26 32 26 32 29 47 41 57 50 31 23 42 33 37 33
Total 4363 3810 4374 3829 4606 3913 4992 4387 4651 4025 3795 3393 4165 3647 4421 3859 Day 8173 8203 8519 9379 8676 7188 7812 8280
AM Peak 11:00 11:00 11:00 08:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 11:00 Vol. 266 243 301 236 285 281 320 292 377 279 311 249 281 223 306 257 PM Peak 17:00 17:00 17:00 17:00 17:00 17:00 15:00 16:00 12:00 13:00 14:00 15:00 17:00 17:00 17:00 17:00 Vol. 424 340 417 330 575 356 478 381 418 338 358 343 402 314 414 328

Comb.

Total 8173 8203 8519 9379 8676 7188 7812 8280

ADT ADT 8,202 AADT 8,202
I
I
I

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 10 1 700000000000 1 7
01:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7
0 2 : 0 002000000000002
03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
0 4 : 0 000000000000000
05:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
0 6 : 0 00 3 020000000000 3 2
07:00 3 103 3 0 2 0 0 0 0 0 0 0 0 111
08:00 1 194 14 0 1 0 0 0 0 0 0 0 0 210
09:00 1 201 19 1 1 1 0 1 0 0 0 0 0 225
10:00 1 198 13 0 4 00 2 0 0 0 0 0 218
11:00 1 229 20 0 1 0 0 0 0 0 0 0 0 251
12 PM 0 263 14 0 4 00100000 2 8 2
13:00 4 275 18 1 1 0 0 0 0 0 0 0 0 299
14:00 5 252 20 0 4 0 0 2 0 0 0 0 0 283
15:00 0 325 21 1 2 0 0 0 0 0 0 0 0 349
16:00 0 389 2 10100000000 411
17:00 1 385 20 0 2 0 0 0 0 0 0 0 0 408
18:00 0 326 7 0 1 0 0 0 1 0000 3 3 5
19:00 0 194 4 0 0 0 0 0 0 0 0 0 0 198
2 0 : 0 00 1 2 260100000000 1 2 9
21:00 1 77 6 0 1 0 0 0 0 0 0 0 0 85
2 2 : 0 01 4 710100000000 5 0
23:00 0 24 0 0 0 0 0 0 0 0 0 0 0 24
Day
Total 19 3666 210 3 27 1 0 6 1 0 0 0 0 3933
Percent 0.5% 93.2% 5.3% 0.1% 0.7% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 11:00 09:00 10:00 09:00 10:00 11:00 Vol. 3 229 20 1 4 1 2 251
PM Peak 14:00 16:00 15:00 13:00 12:00 14:00 18:00 16:00 Vol. 5 389 21 1 4 2 1 411

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 10 1 500100000000 1 6
01:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
0 2 : 0 006000000000006
03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
0 4 : 0 002000000000002
05:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
0 6 : 0 00 4 720100000000 5 0
07:00 2 106 6 0 2 0 0 1 0 0 0 0 0 117
08:00 2 207 17 03 2 00 1 0000 2 3 2
09:00 0 188 14 0 2 0 0 0 0 0 0 0 0 204
10:00 0 202 15 0 2 0 0 0 0 0 0 0 0 219
11:00 0 221 12 0 4 1 0 0 0 0 0 0 0 238
12 PM 1 280 24 0 1 1 0100000 3 0 8
13:00 0 283 25 0 0 0 0 1 0 0 0 0 0 309
14:00 0 293 21 0 3 1 0 5 0 0 0 0 0 323
15:00 0 369 27 0 5 1 0 1 0 0 0 0 0 403
16:00 1 351 15 0 1 0 0 0 0 0 0 0 0 368
17:00 0 433 40 0 5 0 0 2 0 0 0 0 0 480
1 8 : 0 01 3 4 020300100000 3 4 7
19:00 1 232 6 0 0 0 0 1 0 0 0 0 0 240
2 0 : 0 00 1 3 870000000000 1 4 5
21:00 1 80 5 0 0 0 0 0 0 0 0 0 0 86
2 2 : 0 00 3 500100000000 3 6
23:00 0 32 1 0 0 0 0 0 0 0 0 0 0 33
Day
Total 9 3878 239 0 34 6 0 13 1 0 0 0 0 4180
Percent 0.2% 92.8% 5.7% 0.0% 0.8% 0.1% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 08:00 11:00 08:00 07:00 08:00 11:00 Vol. 2 221 17 4 2 1 1 238
PM Peak 12:00 17:00 17:00 15:00 12:00 14:00 17:00
Vol. 1 433 40 5 1 5 480

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 10 1 100000000000 1 1
01:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
0 2 : 0 003000000000003
03:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 004000000000004
05:00 0 11 0 0 0 0 0 0 0 0 0 0 0 11
0 6 : 0 01 3 200200000000 3 5
07:00 2 86 7 0 1 0 0 0 0 0 0 0 0 96
08:00 1 199 19 1 200000000 2 2 2
09:00 0 198 22 0 1 1 0 0 0 0 0 0 0 222
10:00 0 186 15 0 5 00000000 2 0 6
11:00 1 229 17 0 0 0 0 1 0 0 0 0 0 248
12 PM 0 285 19 1 400000000 3 0 9
13:00 0 269 14 1 4 0 0 1 0 0 0 0 0 289
14:00 0 280 26 0 4 0 0 2 0 0 0 0 0 312
15:00 0 352 25 0 1 1 0 0 0 0 0 0 0 379
16:00 1 369 24 0 1 0 0 1 0 0 0 0 0 396
17:00 1 618 29 0 5 0 0 0 0 1 0 1 0 655
18:00 3 3 3 780100000000 3 4 9
19:00 1 203 10 0 2 0 0 0 0 0 0 0 0 216
2 0 : 0 00 1 5 670000000000 1 6 3
21:00 0 90 2 0 0 0 0 0 0 0 0 0 0 92
2 2 : 0 00 5 320100000000 5 6
23:00 0 25 1 0 0 0 0 0 0 0 0 0 0 26
Day
Total 11 4006 247 3 34 2 0 5 0 1 0 1 0 4310
Percent 0.3% 92.9% 5.7% 0.1% 0.8% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 09:00 08:00 10:00 09:00 11:00 11:00 Vol. 2 229 22 1 5 1 1 248
PM Peak 18:00 17:00 17:00 12:00 17:00 15:00 14:00 17:00 17:00 17:00 Vol. 3 618 29 1 5 1 2 1 1 655

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 10 1 210000000000 1 3
01:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4
0 2 : 0 002000000000002
03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
0 4 : 0 003000000000003
05:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10
0 6 : 0 00 3 310100000000 3 5
07:00 1 90 5 0 1 0 0 0 0 0 0 0 0 97
08:00 0 206 18 0 1 2 0000000 2 2 7
09:00 0 197 13 0 0 0 0 0 0 0 0 0 0 210
10:00 0 210 14 0 2 0 0 0 0 0 0 0 0 226
11:00 0 267 22 0 6 1 0 0 0 0 0 0 0 296
12 PM 0 310 18 0 2 0 0 2 0 0 0 0 0 332
13:00 1 309 21 0 4 0 0 2 0 0 0 0 0 337
14:00 1 290 23 0300200000 3 1 9
15:00 1 378 20 0 2 0 0 2 0 0 0 0 0 403
16:00 2 3 7 7 1 50100000 1 00 3 9 6
17:00 0 476 18 0 1 0 0 0 0 0 0 0 0 495
18:00 0 391 11 0 1 0 0 0 0 0 0 0 0 403
19:00 0 255 5 0 1 1 0 0 1 0 0 0 0 263
2 0 : 0 00 1 6 960000000000 1 7 5
21:00 2 114 4 0 0 0 0 0 0 0 0 0 0 120
2 2 : 0 00 6 210000000000 6 3
23:00 0 53 0 0 0 0 0 0 0 0 0 0 0 53
Day
Total 8 4219 216 0 26 4 0 8 1 0 1 0 0 4483
Percent 0.2% 94.1% 4.8% 0.0% 0.6% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 11:00 11:00 08:00 11:00
Vol. 1 267 22 6 2 296
PM Peak 16:00 17:00 14:00 13:00 19:00 12:00 19:00 16:00 17:00 Vol. 2 476 23 4 1 2 1 1 495

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 10 2 610000000000 2 7
01:00 0 11 0 0 1 0 0 0 0 0 0 0 0 12
0 2 : 0 006000000000006
03:00 0 5 0 0 0 2 0 0 0 0 0 0 0 7
0 4 : 0 006000000000006
05:00 0 13 0 0 0 0 0 0 0 0 0 0 0 13
0 6 : 0 00 2 800000000000 2 8
07:00 1 62 5 0 0 0 0 0 0 0 0 0 0 68
08:00 0 109 10 0 0 0 0 0 0 0 0 0 0 119
09:00 0 172 12 0 3 0 0 0 0 0 0 0 0 187
10:00 0 250 16 0200 1 0 0 0 0 0 269
11:00 0 323 15 1 3 0 0 1 0 0 0 0 0 343
12 PM 0 366 27 0 31 0000000 397
13:00 1 377 11 1 1 0 0 3 0 0 0 0 0 394
14:00 2 3 2 7 1 71300000000 3 5 0
15:00 0 336 13 0 2 0 0 0 0 0 0 0 0 351
16:00 2 335 13 0 1 0 0 0 0 0 0 0 0 351
17:00 0 361 10 0 2 0 0 0 0 0 0 0 0 373
1 8 : 0 02 3 3 120100000000 3 3 6
19:00 1 220 6 0 0 0 0 1 0 0 0 0 0 228
2 0 : 0 00 1 5 940100000000 1 6 4
21:00 2 101 2 0 0 0 0 0 1 0 0 0 0 106
2 2 : 0 00 7 220000000000 7 4
23:00 0 38 2 0 0 0 0 0 0 0 0 0 0 40
Day
Total 11 4034 168 3 23 3 0 6 1 0 0 0 0 4249
Percent 0.3% 94.9% 4.0% 0.1% 0.5% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 10:00 11:00 09:00 03:00 10:00 11:00 Vol. 1 323 16 1 3 2 1 343
PM Peak 14:00 13:00 12:00 13:00 12:00 12:00 13:00 21:00 12:00 Vol. 2 377 27 1 3 1 3 1 397

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 8 / 2 10 2 400000000000 2 4
01:00 0 11 1 0 0 0 0 0 0 0 0 0 0 12
0 2 : 0 008000000000008
03:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
0 4 : 0 008000000000008
05:00 1 3 0 0 0 0 0 0 0 0 0 0 0 4
0 6 : 0 00 2 200000000000 2 2
07:00 0 44 1 0 0 0 0 0 0 0 0 0 0 45
0 8 : 0 00 7 740000000000 8 1
09:00 0 151 8 0 0 0 0 0 0 0 0 0 0 159
10:00 0 202 8 0 2 00000000 2 1 2
11:00 2 242 12 0 0 0 0 0 0 0 0 0 0 256
12 PM 2 281 7 0 1 00 1 0 0 0 0 0 292
13:00 2 289 11 0 1 0 0 0 0 0 0 0 0 303
14:00 3 3 1 460100000000 3 2 4
15:00 2 319 5 0 1 0 0 0 0 0 0 0 0 327
1 6 : 0 01 2 8 390000000000 2 9 3
17:00 3 345 7 0 1 0 0 0 0 0 0 0 0 356
1 8 : 0 00 2 7 570000000000 2 8 2
19:00 1 196 3 0 0 0 0 0 0 0 0 0 0 200
2 0 : 0 00 1 2 330000000000 1 2 6
21:00 3 82 3 0 0 0 0 0 0 0 0 0 0 88
2 2 : 0 00 4 410000000000 4 5
23:00 0 32 0 0 0 0 0 0 0 0 0 0 0 32
Day
Total 20 3381 96 0 7 0 0 1 0 0 0 0 0 3505
Percent 0.6% 96.5% 2.7% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 10:00 11:00
Vol. 2 242 12 2 256
PM Peak 14:00 17:00 13:00 12:00 12:00 17:00
Vol. 3 345 11 1 1 356

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
EB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 10 2 210000000000 2 3
01:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9
0 2 : 0 001200000000003
03:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 003000000000003
05:00 0 11 1 0 1 0 0 0 0 0 0 0 0 13
0 6 : 0 00 3 230000000000 3 5
07:00 0 86 10 0 1 0 0 0 0 0 0 0 0 97
08:00 1 230 18 151 0000000 256
09:00 0 209 14 0 4 0 0 0 1 0 0 0 0 228
10:00 0 197 21 0200010000 2 2 1
11:00 0 228 19 1 5 1 0 0 0 0 0 0 0 254
12 PM 1 274 18 0 3 0 0 0 0 0 0 0 0 296
13:00 2 274 10 0 2 0 0 0 0 0 0 0 0 288
14:00 3 272 27 1 5 00 3 0 0 0 0 0 311
15:00 2 290 22 0 1 0 0 1 0 0 0 0 0 316
16:00 0 356 11 0 3 0 0 0 0 0 0 0 0 370
17:00 2 398 22 0 2 0 0 0 0 0 0 0 0 424
18:00 4 2 7 4 1 00000000000 2 8 8
19:00 0 192 3 0 1 0 0 0 0 0 0 0 0 196
2 0 : 0 00 1 0 160000000000 1 0 7
21:00 0 65 4 0 0 0 0 0 1 0 0 0 0 70
2 2 : 0 00 3 110000000000 3 2
23:00 0 23 2 0 0 0 0 0 0 0 0 0 0 25
Day
Total 15 3581 226 3 35 2 0 4 3 0 0 0 0 3869
Percent 0.4% 92.6% 5.8% 0.1% 0.9% 0.1% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 08:00 10:00 08:00 08:00 08:00 09:00 08:00 Vol. 1 230 21 1 5 1 1 256
PM Peak 18:00 17:00 14:00 14:00 14:00 14:00 21:00 17:00 Vol. 4 398 27 1 5 3 1 424

Grand
Total 93 26765 1402 12 186 18 0 43 7 1 1 1 0 28529
Percent 0.3% 93.8% 4.9% 0.0% 0.7% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 3 / 2 10 1 100000000000 1 1
01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 005100000000006
03:00 0 4 2 0 0 0 0 0 0 0 0 0 0 6
0 4 : 0 00 1 010100000000 1 2
05:00 0 40 8 0 1 0 0 0 0 0 0 0 0 49
06:00 2 99 16 0 0 0 0 1 0 0 0 0 0 118
07:00 0 189 22 1 7 0 0 1 1 0 0 0 0 221
08:00 0 311 2 40400000000 339
09:00 2 274 26 0 7 0 0 0 0 0 0 0 0 309
10:00 0 221 24 1 9 00000000 2 5 5
11:00 1 201 36 0 6 0 0 1 0 0 0 0 0 245
12 PM 3 245 20 3 100000000 2 7 2
13:00 1 273 22 0 4 0 0 0 0 0 0 0 0 300
14:00 5 261 33 0200000000 3 0 1
15:00 3 327 30 0 6 1 0 0 0 0 0 0 0 367
16:00 3 286 29 0 2 1 0 1 0 0 0 0 0 322
17:00 1 317 25 0 1 1 0 0 0 0 0 0 0 345
18:00 4 250 15 0 3 1 0 0 0 0 0 0 0 273
19:00 0 150 12 1 2 0 0 0 0 0 0 0 0 165
20:00 0 107 7 0 0 0 0 0 1 0000 1 1 5
21:00 0 56 10 0 1 0 0 0 0 0 0 0 0 67
2 2 : 0 01 5 030000000000 5 4
23:00 0 26 1 1 1 0 0 0 0 0 0 0 0 29
Day
Total 26 3718 367 7 58 4 0 4 2 0 0 0 0 4186
Percent 0.6% 88.8% 8.8% 0.2% 1.4% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 08:00 11:00 07:00 10:00 06:00 07:00 08:00 Vol. 2 311 36 1 9 1 1 339
PM Peak 14:00 15:00 14:00 12:00 15:00 15:00 16:00 20:00 15:00 Vol. 5 327 33 3 6 1 1 1 367

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 4 / 2 107000000000007
01:00 0 7 1 0 0 0 0 0 0 0 0 0 0 8
0 2 : 0 005000000000005
03:00 0 4 1 0 0 0 0 0 0 0 0 0 0 5
0 4 : 0 006201000000009
05:00 0 40 6 0 2 0 0 0 0 0 0 0 0 48
06:00 0 88 16 0 2 1 0 3 0 0 0 0 0 110
07:00 2 155 21 0 4 2 0 0 0 0 0 0 0 184
08:00 1 308 33 0600100000 349
09:00 1 261 26 0 3 4 0 0 1 0 0 0 0 296
10:00 1 220 23 0 8 10100000 2 5 4
11:00 3 214 25 1 5 0 0 0 0 0 0 0 0 248
12 PM 2 286 32 0 5 1 0 1 0 0 0 0 0 327
13:00 1 298 25 1 5 1 0 1 0 0 0 0 0 332
14:00 1 242 29 0 6 20000000 2 8 0
15:00 4 296 26 0 3 0 0 0 0 0 0 0 0 329
16:00 4 264 22 0 3 0 0 1 0 0 0 0 0 294
17:00 4 299 45 0 5 3 0 1 0 0 0 0 0 357
18:00 4 259 13 0 1 0 0 0 1 0000 2 7 8
19:00 0 213 7 1 0 0 0 0 0 0 0 0 0 221
2 0 : 0 00 1 0 420000000000 1 0 6
21:00 1 75 2 0 4 0 0 0 0 0 0 0 0 82
2 2 : 0 02 3 430100010000 4 1
23:00 0 20 0 0 0 0 0 0 0 0 0 0 0 20
Day
Total 31 3705 360 3 64 15 0 9 3 0 0 0 0 4190
Percent 0.7% 88.4% 8.6% 0.1% 1.5% 0.4% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 08:00 11:00 10:00 09:00 06:00 09:00 08:00 Vol. 3 308 33 1 8 4 3 1 349
PM Peak 15:00 17:00 17:00 13:00 14:00 17:00 12:00 18:00 17:00 Vol. 4 299 45 1 6 3 1 1 357

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 5 / 2 108000000000008
01:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7
0 2 : 0 004000000000004
03:00 0 8 0 0 0 0 0 1 0 0 0 0 0 9
0 4 : 0 00 1 200100000000 1 3
05:00 0 28 9 0 2 0 0 0 0 0 0 0 0 39
06:00 0 95 18 0 3 0 0 2 0 0 0 0 0 118
07:00 0 186 25 0 5 0 0 0 0 0 0 0 0 216
08:00 2 272 2 60500100000 306
09:00 0 270 29 0 5 1 0 0 1 0 0 0 0 306
10:00 2 252 23 26 00110000 2 8 7
11:00 4 252 37 1 3 0 0 1 0 0 0 0 0 298
12 PM 1 298 27 0 7 00 1 0 0 0 0 0 334
13:00 0 284 28 0 5 0 0 0 0 0 0 0 0 317
14:00 3 2 8 3 2 60510000000 3 1 8
15:00 2 292 29 0 3 2 0 1 0 0 0 0 0 329
16:00 3 282 26 0 5 2 0 0 0 0 0 0 0 318
17:00 1 316 18 0 1 0 0 1 0 0 0 0 0 337
18:00 2 258 14 0 2 0 0 0 0 0 0 0 0 276
19:00 0 201 5 0 3 1 0 0 0 0 0 0 0 210
2 0 : 0 00 1 1 870000000000 1 2 5
21:00 1 80 1 0 0 0 0 0 0 0 0 0 0 82
2 2 : 0 00 5 040200000000 5 6
23:00 0 18 1 0 0 0 0 0 0 0 0 0 0 19
Day
Total 21 3873 354 3 63 7 0 9 2 0 0 0 0 4332
Percent 0.5% 89.4% 8.2% 0.1% 1.5% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 11:00 10:00 10:00 09:00 06:00 09:00 08:00 Vol. 4 272 37 2 6 1 2 1 306
PM Peak 14:00 17:00 15:00 12:00 15:00 12:00 17:00
Vol. 3 316 29 7 2 1 337

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 6 / 2 10 1 600000000000 1 6
01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
0 2 : 0 006200000000008
03:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4
0 4 : 0 00900100000000 1 0
05:00 0 29 12 0 1 0 0 0 0 0 0 0 0 42
06:00 0 101 18 1 3 1 0000000 1 2 4
07:00 0 172 27 0 5 1 0 3 0 0 0 0 0 208
08:00 1 273 28 0510000000 308
09:00 2 255 26 1 5 0 0 1 1 0 0 0 0 291
10:00 2 261 24 0 3 0 0 1 0 0 0 0 0 291
11:00 6 260 23 0 8 0 0 0 0 0 0 0 0 297
12 PM 2 296 27 0 8 10 1 0 0 0 0 0 335
13:00 3 303 25 0 1 2 0 0 0 0 0 0 0 334
14:00 3 294 20 1 500000000 3 2 3
15:00 3 291 36 0 3 1 0 1 0 0 0 0 0 335
16:00 1 316 20 0 4 0 0 0 0 0 0 0 0 341
17:00 0 393 18 0 4 1 0 0 0 0 0 0 0 416
18:00 3 343 19 0 1 2 0 0 0 0 0 0 0 368
19:00 1 217 13 0 2 1 0 0 0 0 0 0 0 234
20:00 1 178 13 0 0 0 0 0 0 0 0 0 0 192
21:00 0 112 7 0 0 0 0 0 0 0 0 0 0 119
2 2 : 0 00 8 140010000000 8 6
23:00 0 20 1 0 0 0 0 0 0 0 0 0 0 21
Day
Total 28 4230 364 3 59 12 0 7 1 0 0 0 0 4704
Percent 0.6% 89.9% 7.7% 0.1% 1.3% 0.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 08:00 06:00 11:00 06:00 07:00 09:00 08:00 Vol. 6 273 28 1 8 1 3 1 308
PM Peak 13:00 17:00 15:00 14:00 12:00 13:00 12:00 17:00 Vol. 3 393 36 1 8 2 1 416

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 7 / 2 10 2 210100000000 2 4
01:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
0 2 : 0 009000000000009
03:00 0 6 0 0 0 0 0 0 0 0 0 0 0 6
0 4 : 0 004000000000004
05:00 0 19 1 0 0 1 0 0 0 0 0 0 0 21
06:00 0 56 8 0 1 0 0 3 00000 6 8
07:00 0 95 9 0 1 0 0 0 0 0 0 0 0 105
08:00 3 140 16 0 2 0 0 0 0 0 0 0 0 161
09:00 2 221 24 0 2 0 0 1 0 0 0 0 0 250
10:00 2 256 20 0 4 00000000 2 8 2
11:00 5 329 22 1 4 2 0 0 0 0 0 0 0 363
12 PM 1 360 34 1 7 10 1 00000 405
13:00 4 344 18 0 4 3 0 0 0 0 0 0 0 373
14:00 1 373 2 60300000000 4 0 3
15:00 3 342 16 0 3 0 0 0 0 0 0 0 0 364
16:00 1 298 25 0 6 0 0 1 0 0 0 0 0 331
17:00 0 311 17 0 3 2 0 0 0 0 0 0 0 333
18:00 0 311 11 0 0 0 0 0 0 0 0 0 0 322
19:00 1 236 12 0 3 0 0 0 0 0 0 0 0 252
2 0 : 0 01 1 6 670100000000 1 7 5
21:00 1 107 5 0 0 0 0 0 0 0 0 0 0 113
2 2 : 0 00 5 710000000000 5 8
23:00 0 35 0 0 0 0 0 0 0 0 0 0 0 35
Day
Total 25 4105 274 2 45 9 0 6 0 0 0 0 0 4466
Percent 0.6% 91.9% 6.1% 0.0% 1.0% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 09:00 11:00 10:00 11:00 06:00 11:00 Vol. 5 329 24 1 4 2 3 363
PM Peak 13:00 14:00 12:00 12:00 12:00 13:00 12:00 12:00 Vol. 4 373 34 1 7 3 1 405

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 2 / 2 8 / 2 10 1 900000000000 1 9
01:00 0 12 1 0 0 0 0 0 0 0 0 0 0 13
0 2 : 0 00 1 310000000000 1 4
03:00 0 8 0 0 0 0 0 0 0 0 0 0 0 8
0 4 : 0 00 1 100000000000 1 1
05:00 0 10 0 0 1 0 0 0 0 0 0 0 0 11
06:00 0 30 1 0 0 0 0 1 00000 3 2
07:00 0 66 3 0 0 0 0 0 0 0 0 0 0 69
08:00 1 114 12 0000000000 1 2 7
09:00 1 202 2 0 3 0 0 0 0 0 0 0 0 208
10:00 2 219 10 0 2 0 0 0 0 0 0 0 0 233
11:00 5 286 10 1 1 0 0 0 0 0 0 0 0 303
12 PM 5 315 11 0 3 10000000 335
13:00 2 281 16 1 1 1 0 0 0 0 0 0 0 302
14:00 9 303 14 0 1 2 0000000 3 2 9
15:00 7 275 13 0 2 1 0 0 0 0 0 0 0 298
16:00 2 280 21 0100000000 3 0 4
17:00 2 258 12 0 0 1 0 0 0 0 0 0 0 273
1 8 : 0 01 2 4 180000000000 2 5 0
19:00 1 172 5 0 3 0 0 0 0 0 0 0 0 181
2 0 : 0 00 1 0 830100000000 1 1 2
21:00 0 73 2 0 0 0 0 0 0 0 0 0 0 75
2 2 : 0 00 4 510000000000 4 6
23:00 0 21 0 0 0 0 0 0 0 0 0 0 0 21
Day
Total 38 3362 146 2 19 6 0 1 0 0 0 0 0 3574
Percent 1.1% 94.1% 4.1% 0.1% 0.5% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 08:00 11:00 09:00 06:00 11:00
Vol. 5 286 12 1 3 1 303
PM Peak 14:00 12:00 16:00 13:00 12:00 14:00 12:00
Vol. 9 315 21 1 3 2 335

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
WB
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 0 3 / 0 1 / 2 10 1 010100000000 1 2
01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
0 2 : 0 004000000000004
03:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7
0 4 : 0 007001000000008
05:00 0 38 6 0 1 0 0 0 0 0 0 0 0 45
06:00 0 99 18 0 1 0 0 3 0 0 0 0 0 121
07:00 0 166 23 0 7 1 0 1 0 0 0 0 0 198
08:00 2 284 19 0 12 00000000 317
09:00 1 262 24 2 6 0 0 1 0 0 0 0 0 296
10:00 1 221 20 0 2 1 0 0 0 0 0 0 0 245
11:00 0 216 26 0 6 1 0 1 0 0 0 0 0 250
12 PM 0 232 27 0 5 0 0 0 0 0 0 0 0 264
13:00 2 265 27 0 5 0 0 1 0 0 0 0 0 300
14:00 2 223 24 0 6 00100000 2 5 6
15:00 2 267 34 0 6 1 0 0 0 0 0 0 0 310
16:00 4 2 7 1 2 80410000000 3 0 8
17:00 0 317 22 0 5 0 0 0 0 0 0 0 0 344
18:00 0 219 11 1 200000000 2 3 3
19:00 0 134 5 0 1 0 0 0 0 0 0 0 0 140
2 0 : 0 01 8 320000000000 8 6
21:00 0 58 2 0 0 0 0 0 0 0 0 0 0 60
2 2 : 0 00 3 700000000000 3 7
23:00 0 22 2 0 0 0 0 0 0 0 0 0 0 24
Day
Total 15 3446 322 3 71 5 0 8 0 0 0 0 0 3870
Percent 0.4% 89.0% 8.3% 0.1% 1.8% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 08:00 11:00 09:00 08:00 07:00 06:00 08:00 Vol. 2 284 26 2 12 1 3 317
PM Peak 16:00 17:00 15:00 18:00 14:00 15:00 13:00 17:00 Vol. 4 317 34 1 6 1 1 344

Grand
Total 184 26439 2187 23 379 58 0 44 8 0 0 0 0 29322
Percent 0.6% 90.2% 7.5% 0.1% 1.3% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0%

Date Start: 23-Feb-21
Site Code: 4
Station ID:

ADT LOCATION #4 (LAWRENCE TO POMEROY)
All Traffic Data Services
www.alltrafficdata.net
Start 23-Feb-21 24-Feb-21 25-Feb-21 26-Feb-21 27-Feb-21 28-Feb-21 01-Mar-21 Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB
12:00 AM 17 11 16 7 11 8 13 16 27 24 24 19 23 12 19 14
01:00 7 5 8 8 6 7 4 1 12 9 12 13 9 5 8 7
02:00 2 6 65 34 28 69 81 4 34 47
03:00 1 6 2 5 4 9 1 4 7 6 6 8 4 7 4 6
04:00 0 12 29 41 3 31 0 64 81 1 38 41 0
05:00 6 49 8 48 11 39 10 42 13 21 4 11 13 45 9 36
06:00 32 118 50 110 35 118 35 124 28 68 22 32 35 121 34 99 07:00 111 221 117 184 96 216 97 208 68 105 45 69 97 198 90 172 08:00 210 339 232 349 222 306 227 308 119 161 81 127 256 317 192 272 09:00 225 309 204 296 222 306 210 291 187 250 159 208 228 296 205 279 10:00 218 255 219 254 206 287 226 291 269 282 212 233 221 245 224 264 11:00 251 245 238 248 248 298 296 297 343 363 256 303 254 250 269 286 12:00 PM 282 272 308 327 309 334 332 335 397 405 292 335 296 264 317 325 01:00 299 300 309 332 289 317 337 334 394 373 303 302 288 300 317 323 02:00 283 301 323 280 312 318 319 323 350 403 324 329 311 256 317 316 03:00 349 367 403 329 379 329 403 335 351 364 327 298 316 310 361 333 04:00 411 322 368 294 396 318 396 341 351 331 293 304 370 308 369 317 05:00 408 345 480 357 655 337 495 416 373 333 356 273 424 344 456 344 06:00 335 273 347 278 349 276 403 368 336 322 282 250 288 233 334 286 07:00 198 165 240 221 216 210 263 234 228 252 200 181 196 140 220 200 08:00 129 115 145 106 163 125 175 192 164 175 126 112 107 86 144 130 09:00 85 67 86 82 92 82 120 119 106 113 88 75 70 60 92 85 10:00 50 54 36 41 56 56 63 86 74 58 45 46 32 37 51 54
11:00 24 29 33 20 26 19 53 21 40 35 32 21 25 24 33 24
Total 3933 4186 4180 4190 4310 4332 4483 4704 4249 4466 3505 3574 3869 3870 4073 4189 Day 8119 8370 8642 9187 8715 7079 7739 8262
AM Peak 11:00 08:00 11:00 08:00 11:00 08:00 11:00 08:00 11:00 11:00 11:00 11:00 08:00 08:00 11:00 11:00 Vol. 251 339 238 349 248 306 296 308 343 363 256 303 256 317 269 286 PM Peak 16:00 15:00 17:00 17:00 17:00 17:00 17:00 17:00 12:00 12:00 17:00 12:00 17:00 17:00 17:00 17:00 Vol. 411 367 480 357 655 337 495 416 397 405 356 335 424 344 456 344

Comb.

Total 8119 8370 8642 9187 8715 7079 7739 8262

ADT ADT 8,242 AADT 8,242

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ppendix
ntersection Le el o er ice Calculations

0.566Volume to Capacity (v/c):

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12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenuePomeroy AvenueName
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1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5430511182419275623830219Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5430511182419275623830219Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
1Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1,.. 1,.. + +
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13.13Intersection Delay [s/veh]
BABBApproach LOS

10.549.6812.8214.82Approach Delay [s/veh]

22.766.5168.269.5388.742.7695th-Percentile Queue Length [ft]

0.910.262.730.383.550.1195th-Percentile Queue Length [veh] 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.240.080.490.110.570.04Degree of Utilization, x
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2Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
I I
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0.116Volume to Capacity (v/c):

ALevel Of Service:

7.7Delay (sec / veh):
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All-way stopControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
,QWHUVHFWLRQ6HWXS
1144Pedestrian Volume [ped/h]
571213347125335124512Total Analysis Volume [veh/h]
1185 8123 181 3113Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 565193043115305114111Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 565193043115305114111Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
3Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + + +
AIntersection LOS

7.71Intersection Delay [s/veh]
AAAAApproach LOS

7.867.597.637.72Approach Delay [s/veh]

9.788.764.146.7795th-Percentile Queue Length [ft]

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0.120.100.050.08Degree of Utilization, x
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4Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

0.462Volume to Capacity (v/c):

BLevel Of Service:

14.8Delay (sec / veh):
15 minutesAnalysis Period:

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SignalizedControl Type:
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
1111Bicycle Volume [bicycles/h]
2333Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
6410547277940108379394385726Total Analysis Volume [veh/h] 16261272010279510112147Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 59974325733799349364078824Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 59974325733799349364078824Base Volume Input [veh/h]
Forbes AvenueKiely BlvdName
9ROXPHV
5Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

3.53.53.53.53.53.53.63.63.63.63.63.6Amber [s]
303030303030767676767676Maximum Green [s]
282828303030191919191919Minimum Green [s]
--Lag--Lag--Lag--LagLead / Lag
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888 444 666 222Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
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End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
6Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
228.53156.25124.94106.83216.75227.0095th-Percentile Queue Length [ft/ln]

9.146.255.004.278.679.0895th-Percentile Queue Length [veh/ln] 133.7186.8169.4159.35125.05132.5850th-Percentile Queue Length [ft/ln]

5.353.472.782.375.005.3050th-Percentile Queue Length [veh/ln] YesNoNoNoYesNoCritical Lane Group
DDAAAALane Group LOS

37.2535.458.558.359.999.73d, Delay for Lane Group [s/veh]

0.470.340.270.260.400.39X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.730.470.620.671.090.94d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.500.500.500.50k, delay calibration

36.5234.987.927.688.908.79d1, Uniform Delay [s]
462427104494911051231c, Capacity [veh/h]
165315081571137416621802s, saturation flow rate [veh/h]

0.130.100.180.180.270.27(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303077777777g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
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7Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 9.73 9.85 9.99 8.35 8.44 8.55 35.45 35.45 35.45 37.25 37.25 37.25 Movement LOS A A A A A A D D D D D D
d_A, Approach Delay [s/veh] 9.85 8.45 35.45 37.25
Approach LOS A A D D
d_I, Intersection Delay [s/veh] 14.77
Intersection LOS B
Intersection V/C 0.462
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
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- - - - - - - - - - - - 4 - 2- Ring 1
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8Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00175.000.000.00125.000.000.00Exit Pocket Length [ft] 000 000 100 100No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0220Bicycle Volume [bicycles/h]
0036Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
12313262835054103900830278735Total Analysis Volume [veh/h] 313315211314262252 86979Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1131215776465095828728256432Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1131215776465095828728256432Base Volume Input [veh/h]
Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
9Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1llr 111l r ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
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1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.06.06.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3232323232321391391713813816Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

3.63.63.63.63.63.64.84.83.64.84.83.6Amber [s]
2626262626261331331213213211Maximum Green [s]
2626262626261331331213213211Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
62Auxiliary Signal Groups
888 444661 225Signal Group
PermissPermissPermissPermissPermissPermissOverlapPermissProtecteOverlapPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
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0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
10Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
229.91482.17158.05254.339.0122.3418.410.58443.2276.5895th-Percentile Queue Length [ft/ln]

9.2019.296.3210.170.360.890.740.0217.733.0695th-Percentile Queue Length [veh/ln] 134.73324.4087.80152.925.0112.4110.230.32288.2442.5450th-Percentile Queue Length [ft/ln]

5.3912.983.516.120.200.500.410.0111.531.7050th-Percentile Queue Length [veh/ln] NoYesNoNoNoNoYesNoYesNoCritical Lane Group
EFEFAAF AFFLane Group LOS

72.64155.8269.79107.421.071.0891.480.0431.1787.58d, Delay for Lane Group [s/veh]

0.551.050.380.790.090.250.200.031.050.40X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.1178.701.0732.620.160.162.430.0431.172.92d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.500.110.420.500.500.110.500.500.11k, delay calibration

70.5377.1168.7274.800.910.9389.050.000.0084.67d1, Uniform Delay [s] 22318522013111223673401189266388c, Capacity [veh/h]
158311341559722155050741774158335471774s, saturation flow rate [veh/h]

0.080.170.050.140.070.180.000.020.790.02(v / s)_i Volume / Saturation Flow Rate

0.140.140.140.140.720.720.020.750.750.05g / C, Green / Cycle 2626262613513541401409g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 187187187187187187187187187187C, Cycle Length [s]
RCRCRCL RCLLane Group
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11Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
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d_M, Delay for Movement [s/veh] 87.58 31.17 0.04 91.48 1.08 1.07 107.42 107.42 69.79 155.82 155.82 72.64 Movement LOS F F A F A A F F E F F E
d_A, Approach Delay [s/veh] 31.54 1.80 90.71 123.54
Approach LOS C A F F
d_I, Intersection Delay [s/veh] 33.87
Intersection LOS C
Intersection V/C 1.076
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12Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueLos Padres BoulevardName
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12648Pedestrian Volume [ped/h]
12472110929383312317011274Total Analysis Volume [veh/h] 3125277108314 02818Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 11431910027353011316010368Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
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1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 11431910027353011316010368Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
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13Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
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3/16/2021Pruneridge Avenue Complete Streets
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0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00115.00100.00100.00125.0060.00100.00100.0050.00100.00115.00Entry Pocket Length [ft] 001 001 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
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4230Pedestrian Volume [ped/h]
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000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
223123876597961232052501235928574Total Analysis Volume [veh/h] 56310191519931516331157118Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 205113970547321131892301135426268Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 205113970547321131892301135426268Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
9ROXPHV
15Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
., Ir 1lr ... ,~ ... ,~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 515113525214333314313112Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

4.34.34.04.34.34.03.53.53.23.53.53.0Amber [s]
18185181851818518185Maximum Green [s]
27274303042828826268Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

87.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
110Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
16Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
842.62834.82122.01347.79353.88233.12225.64261.96205.3461.27310.14116.9595th-Percentile Queue Length [ft/ln]

33.7033.394.8813.9114.169.329.0310.488.212.4512.414.6895th-Percentile Queue Length [veh/ln] 635.34629.1467.78224.84229.63137.10131.58158.67116.7434.04195.4964.9750th-Percentile Queue Length [ft/ln]

25.4125.172.718.999.195.485.266.354.671.367.822.6050th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FEE CCF DDE CDELane Group LOS

66.4660.8868.4827.4927.36106.4639.7939.3179.6134.1744.8566.53d, Delay for Lane Group [s/veh]

1.000.980.600.560.560.910.510.530.780.160.650.57X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

33.8428.6519.013.012.9156.074.704.1130.610.937.0917.22d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

32.6232.2349.4824.4824.4550.3935.0935.2049.0033.2437.7649.31d1, Uniform Delay [s] 717757127753774135398476158369442129c, Capacity [veh/h] 176418631774181118631774155918631774155518631774s, saturation flow rate [veh/h]

0.410.400.040.230.230.070.130.130.070.040.150.04(v / s)_i Volume / Saturation Flow Rate

0.410.410.070.420.420.080.250.250.090.240.240.07g / C, Green / Cycle 454584646828281026268g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 110110110110110110110110110110110110C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
17Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 66.53 44.85 34.17 79.61 39.31 39.79 106.46 27.42 27.49 68.48 63.11 66.46 Movement LOS E D C E D D F C C E E E
d_A, Approach Delay [s/veh] 47.18 48.06 37.36 63.86
Approach LOS D D D E
d_I, Intersection Delay [s/veh] 51.89
Intersection LOS D
Intersection V/C 0.817
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
18Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

I I I I I I I I

I I I I I I I I I I I I I I I I I I
. 'I I I
18s

0.238Volume to Capacity (v/c):

CLevel Of Service:

21.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ

:RRGKDPV5RDGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
0625092210967Total Analysis Volume [veh/h]
015132302717Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
0574684810062Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0574684810062Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
19Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1r I~ 111
CIntersection LOS

2.98d_I, Intersection Delay [s/veh]
BACApproach LOS

10.640.0016.76d_A, Approach Delay [s/veh]

0.007.260.000.0019.5022.6495th-Percentile Queue Length [ft/ln]

0.000.290.000.000.780.9195th-Percentile Queue Length [veh/ln] ABAABCMovement LOS

0.0010.640.000.0013.7121.72d_M, Delay for Movement [s/veh]

0.000.090.000.010.210.24V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
,QWHUVHFWLRQ6HWWLQJV
20Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

0.772Volume to Capacity (v/c):

DLevel Of Service:

44.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00150.00100.00100.00190.00100.00100.00110.0095.00100.00110.00Entry Pocket Length [ft] 001 001 001 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1847999611065515923632782100729197Total Analysis Volume [veh/h] 462002427164405982202518249Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 169735881016031462173017592671181Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 169735881016031462173017592671181Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
21Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesNoYesNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 424212464616393919393919Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

3.53.53.03.53.53.03.63.63.03.63.63.0Amber [s]
323212343414333312404019Maximum Green [s]
292942929433331233334Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

62.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
22Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
535.89558.52142.77357.35370.54239.94276.37303.10105.1095.03347.10271.0095th-Percentile Queue Length [ft/ln]

21.4422.345.7114.2914.829.6011.0512.124.203.8013.8810.8495th-Percentile Queue Length [veh/ln] 376.73395.4579.31232.36242.77142.17169.59190.0558.3952.79224.30165.5150th-Percentile Queue Length [ft/ln]

15.0715.823.179.299.715.696.787.602.342.118.976.6250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
DDE CCE DDDCDELane Group LOS

52.8351.2265.1834.7434.3973.0539.1938.2751.7629.0835.9066.95d, Delay for Lane Group [s/veh]

0.860.850.800.600.590.870.560.550.480.200.630.88X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

15.8314.3311.844.163.8721.784.673.882.090.862.6417.18d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.500.230.500.500.110.500.500.20k, delay calibration

37.0036.8953.3530.5830.5251.2734.5234.3949.6728.2233.2649.77d1, Uniform Delay [s] 5545961196256621834735491715101153225c, Capacity [veh/h] 173118631774175818631774160418631774156935471774s, saturation flow rate [veh/h]

0.270.270.050.210.210.090.160.160.050.060.210.11(v / s)_i Volume / Saturation Flow Rate

0.320.320.070.360.360.100.290.290.100.330.330.13g / C, Green / Cycle 37378414112343411383815g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
23Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 66.95 35.90 29.08 51.76 38.35 39.19 73.05 34.53 34.74 65.18 51.81 52.83 Movement LOS E D C D D D E C C E D D
d_A, Approach Delay [s/veh] 41.20 40.36 41.19 53.17
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 44.56
Intersection LOS D
Intersection V/C 0.772
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
24Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

I T I I I T T I

I I I I I I I I
-
-

0.883Volume to Capacity (v/c):

ELevel Of Service:

68.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

70.000.000.000.000.000.000.000.000.000.000.00400.00Exit Pocket Length [ft] 100 000 000 001No. of Lanes in Exit Pocket
100.00100.00180.00100.00100.00360.00125.00100.00290.00200.00100.00350.00Entry Pocket Length [ft] 002 002 101 202No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
1220Bicycle Volume [bicycles/h]
2093Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
735901018237937207713302911234Total Analysis Volume [veh/h] 181482520959301938 072858Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 67543937534934207093002678215Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1575439313634934229870930572678215Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
25Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
11lllr 1llllr 11I~ 11I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.10.03.83.20.03.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 0350 0250 0250Pedestrian Clearance [s]
080 080 060 060Walk [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0432604326010021010021Split [s]

0.01.91.60.01.91.50.01.01.60.01.01.5All red [s]

0.03.73.60.03.73.60.04.83.60.04.83.6Amber [s]
03030030300483003030Maximum Green [s]
02710037200941009415Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
187Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
26Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
605.46617.68109.70327.51343.72367.330.00146.0672.160.001442.50238.4795th-Percentile Queue Length [ft/ln]

24.2224.714.3913.1013.7514.690.005.842.890.0057.709.5495th-Percentile Queue Length [veh/ln] 434.53444.7560.95208.97221.64240.240.0081.1540.090.001081.19141.0850th-Percentile Queue Length [ft/ln]

17.3817.792.448.368.879.610.003.251.600.0043.255.6450th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group
FFF DDF ABF AFFLane Group LOS

92.5790.2287.1852.8452.7193.690.0017.8489.280.0072.6289.26d, Delay for Lane Group [s/veh]

0.920.910.550.500.500.970.000.230.420.001.080.84X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

25.3323.122.540.870.8014.520.000.163.590.0045.106.95d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.370.360.110.110.110.110.500.500.110.500.500.11k, delay calibration

67.2467.1084.6451.9751.9179.170.0017.6785.690.0027.5282.31d1, Uniform Delay [s] 3543701844464783857813338788382685277c, Capacity [veh/h] 178018633445173718633445158367651774158350743445s, saturation flow rate [veh/h]

0.180.180.030.130.130.110.000.110.020.000.570.07(v / s)_i Volume / Saturation Flow Rate

0.200.200.050.260.260.110.490.490.040.530.530.08g / C, Green / Cycle 37371048482192928999915g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 187187187187187187187187187187187187C, Cycle Length [s] CCL CCL RCL RCLLane Group
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27Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 89.26 72.62 0.00 89.28 17.84 0.00 93.69 52.76 52.84 87.18 91.23 92.57 Movement LOS F F A F B A F D D F F F
d_A, Approach Delay [s/veh] 73.86 20.77 71.04 90.82
Approach LOS E C E F
d_I, Intersection Delay [s/veh] 68.08
Intersection LOS E
Intersection V/C 0.883
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
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28Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

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106 31s

0.568Volume to Capacity (v/c):

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00105.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101 001 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
4000Bicycle Volume [bicycles/h]
2562Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
355201535532747612167389738Total Analysis Volume [veh/h] 91304 913318193017102410Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 324781432489687011162358935Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 324781432489687011162358935Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
29Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + ,,.. ,Ir
0Pedestrian Clearance [s]
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20.020.020.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 626262626262333333333333Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

3.53.53.53.53.53.53.63.63.63.63.63.6Amber [s]
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202020202020242424242424Minimum Green [s]
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30Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

21.33368.7815.21411.9677.49161.8298.9395th-Percentile Queue Length [ft/ln]

0.8514.750.6116.483.106.473.9695th-Percentile Queue Length [veh/ln]

11.85241.388.45275.7943.0589.9054.9650th-Percentile Queue Length [ft/ln]

0.479.660.3411.031.723.602.2050th-Percentile Queue Length [veh/ln] NoNoNoYesNoYesNoCritical Lane Group
BCDCDBBLane Group LOS

17.3024.5540.3926.0241.1515.5414.21d, Delay for Lane Group [s/veh]

0.060.690.100.760.400.320.20X, volume / capacity
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1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.041.150.291.651.401.000.54d2, Incremental Delay [s]

1.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.500.50k, delay calibration

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15341863841184287816061637s, saturation flow rate [veh/h]

0.020.280.020.310.080.160.11(v / s)_i Volume / Saturation Flow Rate

0.400.400.400.400.400.490.49g / C, Green / Cycle
38383838384646g_i, Effective Green Time [s]

3.003.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.000.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 95959595959595C, Cycle Length [s]
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31Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
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d_A, Approach Delay [s/veh] 14.21 15.54 27.76 24.52
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 23.26
Intersection LOS C
Intersection V/C 0.568
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32Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

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0.000.000.000.00Grade [%]

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12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
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Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName ,QWHUVHFWLRQ6HWXS
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151251224625374312629Total Analysis Volume [veh/h]
431 361513181 3152Total 15-Minute Volume [veh/h]

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0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 141151122574968311578Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
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000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
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1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 141151122574968311578Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
33Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + + +
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34Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

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1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 27143 524273433 8248Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
35Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
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Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
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Mauricia AvenueKiely BoulevardName
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79512503299478471267847Total Analysis Volume [veh/h]
20131317 212012317012Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 73511463278440431162443Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
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1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 73511463278440431162443Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
37Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
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38Hexagon Consultants
Scenario 1: 1 Existing AM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
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6615361123282827876462405Total Analysis Volume [veh/h]
1749 367 7701911601Total 15-Minute Volume [veh/h]

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0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 6114331021262625670422215Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
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1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6114331021262625670422215Base Volume Input [veh/h]
Forbes AvenueForbes AvenuePomeroy AvenueName
9ROXPHV
1Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
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Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
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1134 7183 5131 5145Total 15-Minute Volume [veh/h]

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0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 5491424661019475175019Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
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1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5491424661019475175019Base Volume Input [veh/h]
Forbes AvenueForbes AvenueWoodhams RoadWoodhams RdName
9ROXPHV
3Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + + +
AIntersection LOS

7.87Intersection Delay [s/veh]
AAAAApproach LOS

7.887.927.747.92Approach Delay [s/veh]

7.4011.127.589.4995th-Percentile Queue Length [ft]

0.300.440.300.3895th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.090.130.090.11Degree of Utilization, x
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4Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

0.732Volume to Capacity (v/c):

BLevel Of Service:

18.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueKiely BlvdName
,QWHUVHFWLRQ6HWXS
3206Bicycle Volume [bicycles/h]
910112Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
29667729874042100524010558616Total Analysis Volume [veh/h] 71719722101125160261464Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 276171278037399252219753915Total Hourly Volume [veh/h]
000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 276171278037399252219753915Base Volume Input [veh/h]
Forbes AvenueKiely BlvdName
9ROXPHV
5Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1,.. 1,.. + +
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.06.06.06.06.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

2.52.52.52.52.52.52.62.62.62.62.62.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 222222242424131313131313Pedestrian Clearance [s]
666 666 666 666Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 353535353535818181818181Split [s]

1.01.01.01.01.01.01.01.01.01.01.01.0All red [s]

3.53.53.53.53.53.53.63.63.63.63.63.6Amber [s]
303030303030767676767676Maximum Green [s]
282828303030191919191919Minimum Green [s]
--Lag--Lag--Lag--LagLead / Lag
Auxiliary Signal Groups
888 444 666 222Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
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End of Lagging RedOffset Reference

56.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
1 - Kiely BoulevardSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
6Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
192.75166.77492.07378.91160.23168.6795th-Percentile Queue Length [ft/ln]

7.716.6719.6815.166.416.7595th-Percentile Queue Length [veh/ln] 107.6692.65340.71249.4189.0293.7150th-Percentile Queue Length [ft/ln]

4.313.7113.639.983.563.7550th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoCritical Lane Group
DDBCAALane Group LOS

37.3735.5117.0624.429.128.83d, Delay for Lane Group [s/veh]

0.420.340.730.710.320.31X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.700.454.306.430.810.68d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.500.500.500.50k, delay calibration

36.6835.0612.7617.998.318.15d1, Uniform Delay [s]
407454111565810561188c, Capacity [veh/h]
14081611167992115901740s, saturation flow rate [veh/h]

0.120.100.490.510.210.21(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.660.660.66g / C, Green / Cycle
303077777777g_i, Effective Green Time [s]

2.502.502.602.602.602.60l2, Clearance Lost Time [s]

2.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.504.504.604.604.604.60L, Total Lost Time per Cycle [s] 116116116116116116C, Cycle Length [s]
CCCCCCLane Group
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7Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 8.83 8.95 9.12 24.42 18.73 17.06 35.51 35.51 35.51 37.37 37.37 37.37 Movement LOS A A A C B B D D D D D D
d_A, Approach Delay [s/veh] 8.97 19.74 35.51 37.37
Approach LOS A B D D
d_I, Intersection Delay [s/veh] 18.82
Intersection LOS B
Intersection V/C 0.732
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
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8Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00112.110.000.000.000.000.00Exit Pocket Length [ft] 000 000 200 000No. of Lanes in Exit Pocket

50.00100.00100.0050.00100.00100.00200.00100.00200.00110.00100.00175.00Entry Pocket Length [ft] 100 100 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
0205Bicycle Volume [bicycles/h]
0156Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
235111192926810823882454139758Total Analysis Volume [veh/h] 61334823172759761434914Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 21471017785639921972250128553Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21471017785639921972250128553Base Volume Input [veh/h]
Forbes AvenueSan Tomas ExpresswayName
9ROXPHV
9Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1lllr 1llr ir ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesNoYesYesNoPedestrian Recall
NoNoYesYesNoYesYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.63.63.63.63.63.63.83.82.63.83.82.6l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 1111111111111111011110Pedestrian Clearance [s]
777 777 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 3131313131311451451014914914Split [s]

2.02.02.02.02.02.01.01.01.01.01.01.0All red [s]

3.63.63.63.63.63.64.84.83.64.84.83.6Amber [s]
2626262626261331331213213211Maximum Green [s]
24242424242413913951431439Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
62Auxiliary Signal Groups
888 444661 225Signal Group
PermissPermissPermissPermissPermissPermissOverlapPermissProtecteOverlapPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
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End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
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10Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

43.35119.25417.38315.575.42136.7362.554.2032.05137.5795th-Percentile Queue Length [ft/ln]

1.734.7716.7012.620.225.472.500.171.285.5095th-Percentile Queue Length [veh/ln]

24.0966.25280.14199.703.0175.9634.752.3317.8176.4350th-Percentile Queue Length [ft/ln]

0.962.6511.217.990.123.041.390.090.713.0650th-Percentile Queue Length [veh/ln] NoNoYesNoNoYesNoNoNoYesCritical Lane Group
EEFFAAF AAFLane Group LOS

69.1070.84114.1785.510.546.69113.560.791.0299.49d, Delay for Lane Group [s/veh]

0.110.280.930.710.090.910.690.050.360.72X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.271.271.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.230.6836.759.100.166.1621.640.070.2611.44d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.340.250.500.500.110.500.500.11k, delay calibration

68.8770.1677.4276.410.390.5491.920.720.7688.04d1, Uniform Delay [s] 20922220622611692619351183387780c, Capacity [veh/h]
1583151315591505158335471774154850741774s, saturation flow rate [veh/h]

0.010.040.120.110.070.670.010.030.280.03(v / s)_i Volume / Saturation Flow Rate

0.130.130.130.130.740.740.020.760.760.05g / C, Green / Cycle 2525252514014041451459g_i, Effective Green Time [s]

3.603.603.603.603.803.802.603.803.802.60l2, Clearance Lost Time [s]

0.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.605.605.805.804.605.805.804.60L, Total Lost Time per Cycle [s] 190190190190190190190190190190C, Cycle Length [s]
RCRCRCL RCLLane Group
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11Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
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d_M, Delay for Movement [s/veh] 99.49 1.02 0.79 113.56 6.69 0.54 85.51 85.51 114.17 70.84 70.84 69.10 Movement LOS F A A F A A F F F E E E
d_A, Approach Delay [s/veh] 4.80 7.45 101.14 70.37
Approach LOS A A F E
d_I, Intersection Delay [s/veh] 15.13
Intersection LOS B
Intersection V/C 0.927
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
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12Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Forbes AvenueLos Padres BoulevardName
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2417627Pedestrian Volume [ped/h]
132688230231714931013676Total Analysis Volume [veh/h]
3722086 4371 23419Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 12247752821161373 912570Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12247752821161373 912570Base Volume Input [veh/h]
Forbes AvenueLos Padres BoulevardName
9ROXPHV
13Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + + +
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8.258.558.859.46Approach Delay [s/veh]

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Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
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0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00115.00100.00100.00125.0060.00100.00100.0050.00100.00115.00Entry Pocket Length [ft] 001 001 101 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadPomeroy AvenueName
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2740Bicycle Volume [bicycles/h]
13835Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
146817627911681171212381086621559Total Analysis Volume [veh/h] 36204152029229306027175415Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 13475257731075108111219996119854Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 13475257731075108111219996119854Base Volume Input [veh/h] Homestead RoadPomeroy AvenueName
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15Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
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6.06.020.06.06.020.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] YesNoYesNoYesNoYesNoPedestrian Recall
YesYesYesYesYesYesYesYesMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

4.34.33.04.34.33.53.03.02.23.03.02.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 11110111101111011110Pedestrian Clearance [s]
770 770 770 770Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 434315444416363619323215Split [s]

2.02.01.02.02.01.51.51.51.01.51.51.0All red [s]

4.34.34.04.34.34.03.53.53.23.53.53.0Amber [s]
18185181851818518185Maximum Green [s]
27274303042828826268Minimum Green [s]
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883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
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56.0Offset [s]
Fully actuatedActuation Type
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116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
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,QWHUVHFWLRQ6HWWLQJV
16Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
459.33476.0793.07671.19673.87200.49132.90255.80151.6473.34245.0184.7195th-Percentile Queue Length [ft/ln]

18.3719.043.7226.8526.958.025.3210.236.072.939.803.3995th-Percentile Queue Length [veh/ln] 314.02327.6551.71489.73491.98113.2373.83154.0384.2440.75145.9547.0650th-Percentile Queue Length [ft/ln]

12.5613.112.0719.5919.684.532.956.163.371.635.841.8850th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group
DDE DDE DDDDDDLane Group LOS

38.4637.7558.7251.3449.9878.8235.4838.8554.0436.6542.4754.81d, Delay for Lane Group [s/veh]

0.730.720.420.900.890.750.290.480.480.180.490.35X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

6.966.368.3217.3116.1027.241.783.247.051.093.975.67d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.500.500.500.500.50k, delay calibration

31.5031.3950.4034.0333.8851.5833.7035.6146.9935.5638.5049.14d1, Uniform Delay [s] 646688149685704157414499226364435168c, Capacity [veh/h] 174918631774181218631774154518631774155718631774s, saturation flow rate [veh/h]

0.270.270.030.340.340.070.080.130.060.040.120.03(v / s)_i Volume / Saturation Flow Rate

0.370.370.080.380.380.090.270.270.130.230.230.09g / C, Green / Cycle 434310444410313115272711g_i, Effective Green Time [s]

4.304.303.004.304.303.503.003.002.203.003.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

6.306.305.006.306.305.505.005.004.205.005.004.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
17Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 54.81 42.47 36.65 54.04 38.85 35.48 78.82 50.61 51.34 58.72 38.03 38.46 Movement LOS D D D D D D E D D E D D
d_A, Approach Delay [s/veh] 43.48 41.49 53.07 39.34
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 45.95
Intersection LOS D
Intersection V/C 0.640
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
18Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

I I I I I I I I

I I I I I I I I I I I I I I I I I I
, 'I I - - I
18s

0.167Volume to Capacity (v/c):

DLevel Of Service:

26.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
,QWHUVHFWLRQ

:RRGKDPV5RDGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
NoNoYesCrosswalk

0.000.000.00Grade [%]

25.0025.0025.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00135.00100.00100.0065.00100.00Entry Pocket Length [ft] 010010No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
Homestead RoadHomestead RoadWoodhams RoadName
,QWHUVHFWLRQ6HWXS
004Pedestrian Volume [ped/h]
010484116110033Total Analysis Volume [veh/h]
02621290258Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor
0967710689230Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0967710689230Base Volume Input [veh/h]
Homestead RoadHomestead RoadWoodhams RoadName
9ROXPHV
19Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1r I~ 111
DIntersection LOS

2.60d_I, Intersection Delay [s/veh]
BACApproach LOS

13.050.0018.74d_A, Approach Delay [s/veh]

0.0017.240.000.0022.5714.6595th-Percentile Queue Length [ft/ln]

0.000.690.000.000.900.5995th-Percentile Queue Length [veh/ln] ABAACDMovement LOS

0.0013.050.000.0016.0626.88d_M, Delay for Movement [s/veh]

0.000.190.000.010.240.17V/C, Movement V/C Ratio
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
001Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
FreeFreeStopPriority Scheme
,QWHUVHFWLRQ6HWWLQJV
20Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

0.947Volume to Capacity (v/c):

DLevel Of Service:

52.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
.LHO\%RXOHYDUGDQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00150.00100.00100.00190.00100.00100.00110.0095.00100.00110.00Entry Pocket Length [ft] 001 001 001 101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
,QWHUVHFWLRQ6HWXS
1100Bicycle Volume [bicycles/h]
103410Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
161598134271776186224921184107461159Total Analysis Volume [veh/h] 4014933681944656230462711540Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 14855012324971417120684716998424146Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14855012324971417120684716998424146Base Volume Input [veh/h] Homestead RoadHomestead RoadKiely BlvdKiely BlvdName
9ROXPHV
21Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1llr ., I~ ., I~ ., I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

6.06.020.06.06.020.06.06.020.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoYesNoYesNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall

3.03.02.03.03.02.03.13.12.03.13.12.0l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 23230242402525027270Pedestrian Clearance [s]
660 660 660 660Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 404022404022373721373721Split [s]

1.51.51.01.51.51.01.51.51.01.51.51.0All red [s]

3.53.53.03.53.53.03.63.63.03.63.63.0Amber [s]
323212343414333312404019Maximum Green [s]
292942929431311231314Minimum Green [s]
--Lag--Lag--Lead--LeadLead / Lag
Auxiliary Signal Groups
883447661225Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

41.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
116Cycle Length [s]
2 - Homestead RoadSignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
22Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
354.33372.26187.82543.00562.74252.72685.67704.22250.6291.08198.62210.6195th-Percentile Queue Length [ft/ln]

14.1714.897.5121.7222.5110.1127.4328.1710.023.647.948.4295th-Percentile Queue Length [veh/ln] 229.98244.13104.34382.61398.95151.71499.18517.66150.1450.60111.88120.5750th-Percentile Queue Length [ft/ln]

9.209.774.1715.3015.966.0719.9720.716.012.024.484.8250th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group
DDE DDE FEE CCELane Group LOS

38.6737.7960.1251.9248.0764.3873.5569.6666.2526.6428.4859.00d, Delay for Lane Group [s/veh]

0.710.700.830.910.890.871.011.000.870.220.430.85X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

8.097.2810.0921.0517.4816.6340.1136.2718.351.091.2410.08d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.110.500.500.190.500.500.210.500.500.11k, delay calibration

30.5830.5150.0330.8730.5947.7633.4533.3947.9025.5527.2448.92d1, Uniform Delay [s] 5145591625536132145515912124761078188c, Capacity [veh/h] 171418631774167918631774173718631774156835471774s, saturation flow rate [veh/h]

0.210.210.080.300.290.100.320.320.100.070.130.09(v / s)_i Volume / Saturation Flow Rate

0.300.300.090.330.330.120.320.320.120.300.300.11g / C, Green / Cycle 353511383814373714353512g_i, Effective Green Time [s]

3.003.002.003.003.002.003.103.102.003.103.102.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.005.004.005.005.004.005.105.104.005.105.104.00L, Total Lost Time per Cycle [s] 116116116116116116116116116116116116C, Cycle Length [s] CCL CCL CCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
23Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 59.00 28.48 26.64 66.25 71.06 73.55 64.38 49.21 51.92 60.12 38.09 38.67 Movement LOS E C C E E E E D D E D D
d_A, Approach Delay [s/veh] 34.88 70.81 52.10 41.50
Approach LOS C E D D
d_I, Intersection Delay [s/veh] 52.79
Intersection LOS D
Intersection V/C 0.947
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 7 65 Ring 2
- - - - - - - - - - - - 4 3 21 Ring 1
6HTXHQFH
24Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.823Volume to Capacity (v/c):

DLevel Of Service:

47.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
6DQ7RPDV([SUHVVZD\DQG+RPHVWHDG5RDG
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0045.0045.00Speed [mph]

70.000.000.000.000.000.000.000.000.0049.210.00400.00Exit Pocket Length [ft] 100 000 000 101No. of Lanes in Exit Pocket
100.00100.00180.00100.00100.00360.00125.00100.00290.00200.00100.00350.00Entry Pocket Length [ft] 002 002 101 202No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadSan Tomas ExpresswayName
,QWHUVHFWLRQ6HWXS
3096Bicycle Volume [bicycles/h]
1066Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
037877117673261177226210945910172Total Analysis Volume [veh/h] 09519291686544565271122743Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 034871108619240163208110041837158Total Hourly Volume [veh/h] 90006100300006200Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 35348711696192404632081100103837158Base Volume Input [veh/h] Homestead RoadSan Tomas ExpresswayName
9ROXPHV
25Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
11lllr 1lllr 11I~ 11I~
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoYesNoYesNoMaximum Recall
YesNoYesNoNoNoNoNoMinimum Recall

0.03.63.20.03.63.13.83.83.23.83.83.1l2, Clearance Lost Time [s]

0.02.02.00.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0350 03502525025250Pedestrian Clearance [s]
080 080 660 660Walk [s]

0.03.03.00.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 045260452694941810110125Split [s]

0.01.91.60.01.91.51.01.01.61.01.01.5All red [s]

0.03.73.60.03.73.64.84.83.64.84.83.6Amber [s]
0303003030484830303030Maximum Green [s]
0301204019888812909019Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083225661Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type 3KDVLQJ 7LPLQJ

20.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
114.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
190Cycle Length [s]
3 - San Tomas ExpresswaySignal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
26Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
313.08313.0882.44708.24735.32259.87141.86863.17245.9629.29207.32174.3095th-Percentile Queue Length [ft/ln]

12.5212.523.3028.3329.4110.395.6734.539.841.178.296.9795th-Percentile Queue Length [veh/ln] 197.77197.7745.80521.06544.05157.0978.81653.55146.6516.27118.1896.8350th-Percentile Queue Length [ft/ln]

7.917.911.8320.8421.766.283.1526.145.870.654.733.8750th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoYesNoNoNoYesCritical Lane Group
EEF FFF BCF BBELane Group LOS

64.3264.3284.4490.7389.1883.3718.6834.70106.8413.9115.8878.92d, Delay for Lane Group [s/veh]

0.530.530.360.950.950.760.230.900.910.050.340.50X, volume / capacity /DQH*URXS5HVXOWV

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.331.331.331.331.331.331.331.331.331.331.331.33Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

1.201.201.0025.9824.493.370.705.9621.060.130.351.11d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.340.330.110.500.500.110.500.500.11k, delay calibration

63.1263.1283.4364.7564.6980.0017.9828.7485.7813.7815.5377.81d1, Uniform Delay [s] 35935921540542834676825021208192664345c, Capacity [veh/h] 186318633445176318633445155850741774156050743445s, saturation flow rate [veh/h]

0.100.100.020.220.220.080.110.450.060.030.180.05(v / s)_i Volume / Saturation Flow Rate

0.190.190.060.230.230.100.490.490.070.530.530.10g / C, Green / Cycle 37371244441994941310010019g_i, Effective Green Time [s]

3.603.603.203.603.603.103.803.803.203.803.803.10l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

5.605.605.205.605.605.105.805.805.205.805.805.10L, Total Lost Time per Cycle [s] 190190190190190190190190190190190190C, Cycle Length [s] CCL CCL RCL RCLLane Group
/DQH*URXS&DOFXODWLRQV
27Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 78.92 15.88 13.91 106.84 34.70 18.68 83.37 89.79 90.73 84.44 64.32 64.32 Movement LOS E B B F C B F F F F E E
d_A, Approach Delay [s/veh] 25.43 36.67 88.30 67.72
Approach LOS C D F E
d_I, Intersection Delay [s/veh] 47.43
Intersection LOS D
Intersection V/C 0.823
- - - - - - - - - - - - -- -- Ring 4
- - - - - - - - - - - - -- -- Ring 3
- - - - - - - - - - - - 87 65 Ring 2
- - - - - - - - - - - - 43 21 Ring 1
6HTXHQFH
28Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

I I I I I I I I

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0.612Volume to Capacity (v/c):

CLevel Of Service:

24.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:
,QWHUVHFWLRQ
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00105.00100.00100.00125.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101 001 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName ,QWHUVHFWLRQ6HWXS
8504Bicycle Volume [bicycles/h]
10987Pedestrian Volume [ped/h]
000000000000Local Bus Stopping Rate [/h]
000 000 000 000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
33486362859811377157483312018Total Analysis Volume [veh/h] 81219 7149281939128305Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 30447332655010471144443011017Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 30447332655010471144443011017Base Volume Input [veh/h]
Homestead RoadHomestead RoadLos Padres BlvdLos Padres BoulevardName 9ROXPHV
29Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + ,,.. ,Ir
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
([FOXVLYH3HGHVWULDQ3KDVH

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

20.020.020.020.020.020.06.06.06.06.06.06.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoYesYesPedestrian Recall
NoNoYesYesMaximum Recall
NoNoNoNoMinimum Recall

3.03.03.03.03.03.03.13.13.13.13.13.1l2, Clearance Lost Time [s]

2.02.02.02.02.02.02.02.02.02.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 111111111111111111111111Pedestrian Clearance [s]
777 777 777 777Walk [s]

3.03.03.03.03.03.03.03.03.03.03.03.0Vehicle Extension [s] 616161616161343434343434Split [s]

1.51.51.51.51.51.51.51.51.51.51.51.5All red [s]

3.53.53.53.53.53.53.63.63.63.63.63.6Amber [s]
181818181818181818181818Maximum Green [s]
202020202020242424242424Minimum Green [s]
--Lag--Lag--Lag--LagLead / Lag
Auxiliary Signal Groups
888 444 666 222Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type 3KDVLQJ 7LPLQJ

16.00Lost time [s]
SingleBandPermissive Mode
End of Lagging RedOffset Reference

0.0Offset [s]
Fully actuatedActuation Type
Time of Day Pattern IsolatedCoordination Type
95Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
,QWHUVHFWLRQ6HWWLQJV
30Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

19.84337.3738.17469.14114.86176.9298.9495th-Percentile Queue Length [ft/ln]

0.7913.491.5318.774.597.083.9695th-Percentile Queue Length [veh/ln]

11.02216.6721.21322.0063.8198.2954.9650th-Percentile Queue Length [ft/ln]

0.448.670.8512.882.553.932.2050th-Percentile Queue Length [veh/ln] NoNoNoYesNoYesNoCritical Lane Group
BCDCDBBLane Group LOS

16.9123.2242.7328.1338.1016.1414.53d, Delay for Lane Group [s/veh]

0.050.640.250.830.480.330.20X, volume / capacity
/DQH*URXS5HVXOWV

1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.030.880.933.151.481.050.50d2, Incremental Delay [s]

1.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.140.110.500.50k, delay calibration

16.8722.3441.8124.9936.6215.0914.03d1, Uniform Delay [s] 626765142757238848872c, Capacity [veh/h]
15251863796184590616631717s, saturation flow rate [veh/h]

0.020.260.050.340.120.170.10(v / s)_i Volume / Saturation Flow Rate

0.410.410.410.410.410.480.48g / C, Green / Cycle
39393939394646g_i, Effective Green Time [s]

3.003.003.003.003.003.103.10l2, Clearance Lost Time [s]

0.000.002.000.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

5.005.005.005.005.005.105.10L, Total Lost Time per Cycle [s] 95959595959595C, Cycle Length [s]
RCLCLCCLane Group
/DQH*URXS&DOFXODWLRQV
31Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
d_M, Delay for Movement [s/veh] 14.53 14.53 14.53 16.14 16.14 16.14 38.10 28.13 28.13 42.73 23.22 16.91 Movement LOS B B B B B B D C C D C B
d_A, Approach Delay [s/veh] 14.53 16.14 29.66 24.11
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 24.23
Intersection LOS C
Intersection V/C 0.612
- - - - - - - - - - - - - - -- Ring 4
- - - - - - - - - - - - - - -- Ring 3
- - - - - - - - - - - - 8 - 6- Ring 2
- - - - - - - - - - - - 4 - 2- Ring 1
6HTXHQFH
32Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

I I I I I I I I

I I I I I I I I

I I I I I I I I I I I I I I I I I I

0.251Volume to Capacity (v/c):

ALevel Of Service:

8.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
&URQLQ'ULYHDQG0DXULFLD$YHQXH
,QWHUVHFWLRQ/HYHO2I6HUYLFH5HSRUW
YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName ,QWHUVHFWLRQ6HWXS
9202418Pedestrian Volume [ped/h]
2318318337074121175828Total Analysis Volume [veh/h]
651 581718304 1202Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2117317306468111165757Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2117317306468111165757Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueCronin DriveCronin DriveName 9ROXPHV
33Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + + +
AIntersection LOS

8.47Intersection Delay [s/veh]
AAAAApproach LOS

7.758.608.678.18Approach Delay [s/veh]

4.3414.0124.7710.2095th-Percentile Queue Length [ft]

0.170.560.990.4195th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.050.160.250.12Degree of Utilization, x
802764846791Capacity per Entry Lane [veh/h]
/DQHV
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34Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

0.137Volume to Capacity (v/c):

ALevel Of Service:

7.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

All-way stopControl Type:
,QWHUVHFWLRQ
:RRGKDPV5RDGDQG0DXULFLD$YHQXH
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YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

25.0025.0025.0025.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000 000 000 000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName ,QWHUVHFWLRQ6HWXS
9142315Pedestrian Volume [ped/h]
23211110112121534315745Total Analysis Volume [veh/h]
653 235 513114181Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 2119109101919494014685Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2119109101919494014685Base Volume Input [veh/h]
Mauricia AvenueMauricia AvenueWoodhams RoadWoodhams RoadName 9ROXPHV
35Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
+ + + +
AIntersection LOS

7.74Intersection Delay [s/veh]
AAAAApproach LOS

7.537.667.897.71Approach Delay [s/veh]

5.184.0711.859.1895th-Percentile Queue Length [ft]

0.210.160.470.3795th-Percentile Queue Length [veh]
0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV

0.060.050.140.11Degree of Utilization, x
850815853859Capacity per Entry Lane [veh/h]
/DQHV
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36Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

0.038Volume to Capacity (v/c):

FLevel Of Service:

57.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 2010Analysis Method:

Two-way stopControl Type:
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YesNoYesNoCrosswalk

0.000.000.000.00Grade [%]

25.0025.0035.0035.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000 000 000 000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.0075.00Entry Pocket Length [ft] 000 000 001 001No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Mauricia AvenueKiely BoulevardName
,QWHUVHFWLRQ6HWXS
5080Pedestrian Volume [ped/h]
771054631734570923076649Total Analysis Volume [veh/h]
19211114 814223819212Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 71954231631524852870545Total Hourly Volume [veh/h]
000 000 000 000Other Volume [veh/h]
000 000 000 000Existing Site Adjustment Volume [veh/h]
000 000 000 000Pass-by Trips [veh/h]
000 000 000 000Diverted Trips [veh/h]
000 000 000 000Site-Generated Trips [veh/h]
000 000 000 000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 71954231631524852870545Base Volume Input [veh/h]
Mauricia AvenueKiely BoulevardName
9ROXPHV
37Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with
1 I,-. 11,-. + +
FIntersection LOS

3.14d_I, Intersection Delay [s/veh]
CDAAApproach LOS

22.9928.301.320.52d_A, Approach Delay [s/veh]

32.9432.9432.9430.3230.3230.320.000.009.510.000.003.9995th-Percentile Queue Length [ft/ln]

1.321.321.321.211.211.210.000.000.380.000.000.1695th-Percentile Queue Length [veh/ln] CFF CFF AAA AAAMovement LOS

16.8055.9152.5417.0957.0553.560.000.009.980.000.008.91d_M, Delay for Movement [s/veh]

0.130.130.060.070.040.200.000.010.110.000.010.05V/C, Movement V/C Ratio 0RYHPHQW$SSURDFK ,QWHUVHFWLRQ5HVXOWV
252500Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
,QWHUVHFWLRQ6HWWLQJV
38Hexagon Consultants
Scenario 1: 1 Existing PM
3/16/2021Pruneridge Avenue Complete Streets
Version 2021 (SP 0-3)
Generated with

Appendix E
Signal Warrant Analysis

8/27/2021
Pruneridge Complete Streets
Pruneridge Avenue & Radcliffe Drive AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1516 0 0 0 0 0 Minor Street - Highest Approach Radcliffe Dr/ X 4 7 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
Existing
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 3_Pruneridge&Radcliffe
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------
X
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Ave Critical Approach Speed* (mph) 35 Minor Street: Radcliffe Dr/ Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay SB
Highest Minor Street Average Delay (sec/veh) 15.2
Corresponding Minor Street Approach Volume (veh/hr) 47 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.2 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1516 0 0 0 0 0 Minor Street - Highest Approach Radcliffe Dr/ X 4 7 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 3_Pruneridge&Radcliffe
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pruneridge Avenue & Radcliffe Drive PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1632 0 0 0 0 0 Minor Street - Highest Approach Radcliffe Dr/ X 1 9 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
Existing
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 3_Pruneridge&Radcliffe
Tab: Warrant 3, Part B-Graph (PM)
X
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Ave Critical Approach Speed* (mph) 35 Minor Street: Radcliffe Dr/ Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay SB
Highest Minor Street Average Delay (sec/veh) 16.2
Corresponding Minor Street Approach Volume (veh/hr) 19 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.1 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1632 0 0 0 0 0 Minor Street - Highest Approach Radcliffe Dr/ X1 9 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
or
or
or
File: 3_Pruneridge&Radcliffe
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pruneridge Avenue & Redwood Avenue AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1614 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 7 6 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
Existing
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 5_Pruneridge&Redwood
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------X
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Ave Critical Approach Speed* (mph) 35 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 34.2
Corresponding Minor Street Approach Volume (veh/hr) 76 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.7 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1614 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 7 6 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 5_Pruneridge&Redwood
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pruneridge Avenue & Redwood Avenue PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1660 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 5 8 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
Existing
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 5_Pruneridge&Redwood
Tab: Warrant 3, Part B-Graph (PM)
X
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Ave Critical Approach Speed* (mph) 35 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 27.2
Corresponding Minor Street Approach Volume (veh/hr) 58 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.4 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1660 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X5 8 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
or
or
or
File: 5_Pruneridge&Redwood
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pruneridge Ave & Tanoak Drive AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1524 0 0 0 0 0 Minor Street - Highest Approach Tanoak Dr X 9 0 00000
Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
Existing
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 7_Pruneridge&Tanoak
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------A
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Ave Critical Approach Speed* (mph) 35 Minor Street: Tanoak Dr Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay SB
Highest Minor Street Average Delay (sec/veh) 30.1
Corresponding Minor Street Approach Volume (veh/hr) 90 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.8 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1524 0 0 0 0 0 Minor Street - Highest Approach Tanoak Dr X 9 0 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 7_Pruneridge&Tanoak
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pruneridge Ave & Tanoak Drive PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1608 0 0 0 0 0 Minor Street - Highest Approach Tanoak Dr X 8 5 00000
Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
Existing
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 7_Pruneridge&Tanoak
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Ave Critical Approach Speed* (mph) 35 Minor Street: Tanoak Dr Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay SB
Highest Minor Street Average Delay (sec/veh) 180.5
Corresponding Minor Street Approach Volume (veh/hr) 85 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 4.3 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Pruneridge Ave X 1608 0 0 0 0 0 Minor Street - Highest Approach Tanoak Dr X8 5 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
or
or
or
File: 7_Pruneridge&Tanoak
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pruneridge Ave & Los Padres Boulevard AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Blvd X 1057 0 0 0 0 0 Minor Street - Highest Approach Los Padres Blvd X 3 4 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
Existing
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 11_Pruneridge&Los Padres
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------
X
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Blvd Critical Approach Speed* (mph) 35 Minor Street: Los Padres Blvd Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay SB
Highest Minor Street Average Delay (sec/veh) 9.8
Corresponding Minor Street Approach Volume (veh/hr) 118 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.3 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Pruneridge Blvd X 1057 0 0 0 0 0 Minor Street - Highest Approach Los Padres Blvd X 3 4 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes: Volume reduction applied to one or more right-turn movements due to high right-turn volume and potentail for some right-turn on red activity. Right- turn reduction carried out based on cross street through volume and number of cross street through lanes using the methodology contained NCHRP Report 457. The following right-turn movements were adjusted: SB RT/ Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 11_Pruneridge&Los Padres
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pruneridge Ave & Los Padres Boulevard PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pruneridge Blvd X 1534 0 0 0 0 0 Minor Street - Highest Approach Los Padres Blvd X 4 4 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD Existing
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 11_Pruneridge&Los Padres
Tab: Warrant 3, Part B-Graph (PM)
X
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pruneridge Blvd Critical Approach Speed* (mph) 35 Minor Street: Los Padres Blvd Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay SB
Highest Minor Street Average Delay (sec/veh) 20.2
Corresponding Minor Street Approach Volume (veh/hr) 57 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.3 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Pruneridge Blvd X 1534 0 0 0 0 0 Minor Street - Highest Approach Los Padres Blvd X4 4 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Volume reduction applied to one or more right-turn movements due to high right-turn volume and potentail for some right-turn on red activity. Right-turn reduction carried out based on cross street through volume and number of cross street through lanes using the methodology conta ined NCHRP Report 457. The following right-turn movements were adjusted: SB RT/ Existing
2040
2040+RD
or
or
or
File: 11_Pruneridge&Los Padres
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pomeroy Avenue & Forbes Avenue AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pomeroy Ave X 7 1 5 00000 Minor Street - Highest Approach Forbes Ave X 1 3 5 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
Existing
0 100
200
300
400
500
600
700
800
500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 13_Pomeroy&Forbes
Tab: Warrant 3, Part B-Graph (AM)
"
I"-,.. / I I I I I ...
"
~ I I I I I
""'"
'
~ V I I I
..........
"' K
...........

I I I
"'
""'" """--
"'
~
........

I'-.....
......
><
......
~
~ .............. i'--,... ..... ----.... ---r---.. ----...__ -X r--.. ..... -----
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pomeroy Ave Critical Approach Speed* (mph) 25 Minor Street: Forbes Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 14.8
Corresponding Minor Street Approach Volume (veh/hr) 359 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 1.5 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. Yes #N/A #N/A #N/A #N/A #N/A

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Pomeroy Ave X 715 0 0 0 0 0 Minor Street - Highest Approach Forbes Ave X 135 0 0 0 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 13_Pomeroy&Forbes
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Pomeroy Avenue & Forbes Avenue PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Pomeroy Ave X 6 2 0 00000 Minor Street - Highest Approach Forbes Ave X 1 0 8 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
Existing
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 13_Pomeroy&Forbes
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Pomeroy Ave Critical Approach Speed* (mph) 25 Minor Street: Forbes Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 11.9
Corresponding Minor Street Approach Volume (veh/hr) 268 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.9 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. Yes Yes Yes Yes Yes Yes

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Pomeroy Ave X 620 0 0 0 0 0 Minor Street - Highest Approach Forbes Ave X1 0 8 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
or
or
or
File: 13_Pomeroy&Forbes
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Woodhams Road & forbes Avenue AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Woodhams Road X 1 0 3 00000 Minor Street - Highest Approach Forbes Ave X 8 9 00000
Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 14_Woodham&Forbes
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Woodhams Road Critical Approach Speed* (mph) 25 Minor Street: Forbes Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay WB
Highest Minor Street Average Delay (sec/veh) 7.9
Corresponding Minor Street Approach Volume (veh/hr) 89 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.2 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Woodhams Road X 103 0 0 0 0 0 Minor Street - Highest Approach Forbes Ave X 8 9 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 14_Woodham&Forbes
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Woodhams Road & forbes Avenue PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Woodhams Road X 2 1 7 00000 Minor Street - Highest Approach Forbes Ave X 1 0 0 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 14_Woodham&Forbes
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Woodhams Road Critical Approach Speed* (mph) 25 Minor Street: Forbes Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay EB
Highest Minor Street Average Delay (sec/veh) 8.1
Corresponding Minor Street Approach Volume (veh/hr) 100 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.2 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. Yes Yes Yes Yes Yes Yes

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Woodhams Road X 217 0 0 0 0 0 Minor Street - Highest Approach Forbes Ave X1 0 0 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
or
or
or
File: 14_Woodham&Forbes
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Los Padres Blvd & Forbes AVE AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Los Padres Blvd X 3 3 0 00000 Minor Street - Highest Approach Forbes Ave X 1 6 2 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
2030+RD
Exist + RD
Approach
Lanes
Existing
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 17_Los Padres&Forbes
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Los Padres Blvd Critical Approach Speed* (mph) 25 Minor Street: Forbes Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 9.5
Corresponding Minor Street Approach Volume (veh/hr) 171 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.5 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. Yes #N/A #N/A #N/A #N/A #N/A

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Los Padres Blvd X 330 0 0 0 0 0 Minor Street - Highest Approach Forbes Ave X 162 0 0 0 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
or
or
or
File: 17_Los Padres&Forbes
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Los Padres Blvd & Forbes AVE PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Los Padres Blvd X 3 6 0 00000 Minor Street - Highest Approach Forbes Ave X 1 2 4 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above. * Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
Existing
Approach
Lanes
2040
2040+RD
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 17_Los Padres&Forbes
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Los Padres Blvd Critical Approach Speed* (mph) 25 Minor Street: Forbes Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 9.5
Corresponding Minor Street Approach Volume (veh/hr) 204 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.5 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Los Padres Blvd X 360 0 0 0 0 0 Minor Street - Highest Approach Forbes Ave X1 2 4 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
or
or
or
File: 17_Los Padres&Forbes
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Woodhams Road & homestead Road AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Homestead Road X 2018 0 0 0 0 0 Minor Street - Highest Approach Woodhams Road/ X 6 2 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
2030+RD
Existing
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 19_Woodhams Road&Homestead Rd
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------
X
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Homestead Road Critical Approach Speed* (mph) 35 Minor Street: Woodhams Road/ Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 30.0
Corresponding Minor Street Approach Volume (veh/hr) 127 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 1.1 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Homestead Road X 2018 0 0 0 0 0 Minor Street - Highest Approach Woodhams Road/ X 6 2 000 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes: Volume reduction applied to one or more right-turn movements due to high right-turn volume and potentail for some right-turn on red activity. Right- turn reduction carried out based on cross street through volume and number of cross street through lanes using the methodology contained NCHRP Report 457. The following right-turn movements were adjusted: NB RT/ Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
0:00
2040+RD
0:00
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 19_Woodhams Road&Homestead Rd
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Woodhams Road & homestead Road PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Homestead Road X 2080 0 0 0 0 0 Minor Street - Highest Approach Woodhams Road/ X 3 0 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No No No Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
2040
2040+RD

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
Existing
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 19_Woodhams Road&Homestead Rd
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Homestead Road Critical Approach Speed* (mph) 35 Minor Street: Woodhams Road/ Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay NB
Highest Minor Street Average Delay (sec/veh) 33.6
Corresponding Minor Street Approach Volume (veh/hr) 122 #N/A #N/A #N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 1.1 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Homestead Road X 2080 0 0 0 0 0 Minor Street - Highest Approach Woodhams Road/ X3 0 0 0 0 0 0 Signal Warranted based on Part B? No No No No Yes Yes
Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
0:00
2040+RD
0:00
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Volume reduction applied to one or more right-turn movements due to high right-turn volume and potentail for some right-turn on red activity. Right-turn reduction carried out based on cross street through volume and number of cross street through lanes using the methodology contained NCHRP Report 457. The following right-turn movements were adjusted: NB RT/ Existing
2040
2040+RD
or
or
or
File: 19_Woodhams Road&Homestead Rd
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Cronin Drive & Mauricia Avenue AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Cronin Drive X 1 9 6 00000 Minor Street - Highest Approach Mauricia Ave X 9 0 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 23_Cronin&Mauricia
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Cronin Drive Critical Approach Speed* (mph) 25 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay EB
Highest Minor Street Average Delay (sec/veh) 8.1
Corresponding Minor Street Approach Volume (veh/hr) 90 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.2 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Cronin Drive X 196 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 9 0 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 23_Cronin&Mauricia
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Cronin Drive & Mauricia Avenue PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Cronin Drive X 2 8 2 00000 Minor Street - Highest Approach Mauricia Ave X 1 1 1 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 23_Cronin&Mauricia
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Cronin Drive Critical Approach Speed* (mph) 25 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay EB
Highest Minor Street Average Delay (sec/veh) 8.6
Corresponding Minor Street Approach Volume (veh/hr) 111 #N/A #N/A # N/A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.3 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. Yes Yes Yes Yes Yes Yes

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Cronin Drive X 282 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X1 1 1 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
or
or
or
File: 23_Cronin&Mauricia
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Woodhams Road & Mauricia Avenue AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Woodhams Rd X 1 2 5 00000 Minor Street - Highest Approach Mauricia Ave X 5 6 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Approach
Lanes
Existing
2030+RD
Exist + RD
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 24_Woodhams&Mauricia
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Woodhams Rd Critical Approach Speed* (mph) 25 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay EB
Highest Minor Street Average Delay (sec/veh) 7.7
Corresponding Minor Street Approach Volume (veh/hr) 56 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.1 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Woodhams Rd X 125 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 5 6 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
or
or
or
File: 24_Woodhams&Mauricia
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Woodhams Road & Mauricia Avenue PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Woodhams Rd X 1 9 5 00000 Minor Street - Highest Approach Mauricia Ave X 5 0 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Existing
Approach
Lanes
2040
2040+RD
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 24_Woodhams&Mauricia
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Woodhams Rd Critical Approach Speed* (mph) 25 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay EB
Highest Minor Street Average Delay (sec/veh) 7.7
Corresponding Minor Street Approach Volume (veh/hr) 38 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.1 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. No Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Woodhams Rd X 195 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X5 0 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
or
or
or
File: 24_Woodhams&Mauricia
Tab: Signal Warrants 3 (PM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Kiely Boulevard & Mauricia Avenue AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Kiely Blvd X 1100 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 8 9 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No Yes Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 2040+RD

AM PEAK PERIOD
2030
2040
2030+RD
Exist + RD
Approach
Lanes
Existing
Existing
0 100
200
300
400
500
600
700
800
1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 250 0 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 25_Kiely&Mauricia
Tab: Warrant 3, Part B-Graph (AM)
/ I I I I I
~ I I I I I

J,,/ I I I
V
I I I
~ ..._ /
r-,-....... ...... r-,-....... / ........... r--,........ -~ ----...... ---r---.. ----......._ --r--.. ....... ------):,.
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Kiely Blvd Critical Approach Speed* (mph) 35 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay WB
Highest Minor Street Average Delay (sec/veh) 33.5
Corresponding Minor Street Approach Volume (veh/hr) 89 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 0.8 #N/A #N/A #N/A #N/A #N/A

1. No #N/A #N/A #N/A #N/A #N/A

2. No #N/A #N/A #N/A #N/A #N/A

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No #N/A #N/A #N/A #N/A #N/A PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches Kiely Blvd X 1100 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 8 9 000 0 0 Signal Warranted based on Part B? No Yes Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
2030
Exist + RD

AM PEAK PERIOD
2040
2030+RD
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Exist + RD
Existing
2040+RD
Existing
2030+RD
Approach
Lanes
2040
2040+RD
2030
or
or
or
File: 25_Kiely&Mauricia
Tab: Signal Warrants 3 (AM)
II I
II I
8/27/2021
Pruneridge Complete Streets
Kiely Boulevard & Mauricia Avenue PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches Kiely Blvd X 1473 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X 8 5 00000 Signal Warranted Based on Part B - Peak-Hour Volumes? No No Yes Yes Yes Yes *Warrant is satisfied if plotted points fall above the appropriate curve in graph above. * Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .

Exist + RD
2030
2030+RD
Existing
Approach
Lanes
2040
2040+RD
Existing
0 100
200
300
400
500
600
700
800
600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: 25_Kiely&Mauricia
Tab: Warrant 3, Part B-Graph (PM)
8/27/2021
Pruneridge Complete Streets

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 8/27/21
Major Street: Kiely Blvd Critical Approach Speed* (mph) 35 Minor Street: Mauricia Ave Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay EB
Highest Minor Street Average Delay (sec/veh) 70.9
Corresponding Minor Street Approach Volume (veh/hr) 55 #N/A #N/A #N /A #N/A #N/A Minor Street Total Delay (veh-hrs) 1.1 #N/A #N/A #N/A #N/A #N/A

1. No No Yes Yes Yes Yes

2. No Yes Yes Yes Yes Yes

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No Yes Yes Yes Yes PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches Kiely Blvd X 1473 0 0 0 0 0 Minor Street - Highest Approach Mauricia Ave X8 5 0 0 0 0 0 Signal Warranted based on Part B? No No Yes Yes Yes Yes Source: California Manual on Uniform Traffic Control Devices f or Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
2040
2040+RD
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Approach
Lanes
2040
2040+RD
2030
Exist + RD
2030+RD
Rural (R)
2030
Exist + RD

PM PEAK HOUR
Existing
2030+RD
or
or
or
File: 25_Kiely&Mauricia
Tab: Signal Warrants 3 (PM)
II I
II I
Appendix A
Working Paper 2

MEMORANDUM
Alta Planning + Design, Inc. City of Santa Clara 1
To: Carol Shariat, City of Santa Clara
From: Jeff Knowles, Alta
Date: June 9, 2021
Re: Pruneridge Avenue Complete Streets Plan - Working Paper #2: Parking Study Results Introduction
As part of the development of the City of Santa Clara’s Pruneridge Complete Streets Plan, Alta partnered with All Traffic Data Services (ATD) to conduct a Parking Utilization Study along the corridor. This Working Paper #2 describes the process, methodology, and results of the Parking Utilization Study. The paper concludes by describing how the study findings can be utilized to develop parking alternatives.

Methodology
All Traffic Data (ATD) conducted counts along both sides of Pruneridge Avenue from and including Pomeroy Avenue to and including Winchester Boulevard from Tuesday March 9 to Saturday March 13, 2021. Block-long counts were also collected on all Pruneridge Avenue side streets. Staff conducted counts on three consecutive weekdays during three time periods per day between the hours of 7-9 AM to capture daytime parking needs, 11 AM-2 PM to capture mid-day parking needs, and 2- 4 AM to capture overnight parking needs (See Table 1). Counts were also conducted on a Saturday during two time periods between the hours of 11 AM-2 PM to capture mid-day parking needs and 5-8 PM to capture evening parking needs (See Table 2).

Table 1. Weekday Count Day and Time
Count Day Time Period – Morning Time Period – Midday Time Period – Night Tuesday 7 - 9 AM 11 AM – 2 PM 2 – 4 AM
Wednesday 7 - 9 AM 11 AM – 2 PM 2 – 4 AM
Thursday 7 - 9 AM 11 AM – 2 PM 2 – 4 AM
Table 2. Weekend Count Day/Time
Count Day Time Period – Midday Time Period - Afternoon Time Period – Night Saturday 11 AM – 2 PM 5 – 8 PM Not Counted

MEMORANDUM

Alta Planning + Design, Inc. City of Santa Clara 2
Available parking spaces were calculated by measuring the whole length of the road frontage in feet minus the red curb.

Driveways were also counted and subtracted 20 feet per driveway. This number was then divided by the average parallel parking spot length of 22 feet.

The following side streets, one block up each side along Pruneridge Avenue were studied:
x Pomeroy Avenue
x Cronin Drive
x Radcliff Drive
x Burnett Avenue
x Hayes Avenue
x Woodhams Road
x Redwood Avenue
x Cedar Way
x Kiely Boulevard
x Luther Drive
x Fontana Drive
x Tanoak Drive
x Saratoga Avenue
x Harold Ave
x Cypress Avenue
x Mark Twain Court
x Kerry Drive
x Westridge Drive
x Henry Avenue
x Los Padres Boulevard
x Pine View Drive
x Crest View Drive
x Jill Avenue
x Winchester Boulevard
x Gamblin Drive

alta

MEMORANDUM

Alta Planning + Design, Inc. City of Santa Clara 3
Results
Pruneridge Avenue accommodates 453 parking spaces and 539 parking spaces on side streets one block up each side along Pruneridge Avenue. Utilization rates are calculated by spaces available and how many of those spaces are regularly used.

For example, along the North side of Pruneridge Avenue there is a 19% utilization rate which means there are 220 parking spaces available and 42 of those parking spaces are regularly used. In other words, only 1 out of 5 spaces is regularly used.

The average parking utilization rate for this corridor during weekday AM is 16%, weekday PM is 18%, weekday overnight is 18% and on Saturday it’s 21%. The majority of the corridor’s parking utilization rates are low and fall below 18%.

The utilization rates across all time periods are close in range except for Saturday on the North side of the corridor, there is a 26% parking utilization rate compared to a 17% utilization during the week. The increase at the north side of the corridor on the weekend may be a result of an increase in patronage to the commercial businesses along this portion of Pruneridge Avenue. Furthermore, utilization rates at different times of the week may be similar due to residents parking along the western residential segment of the corridor.

The highest utilization rate during all time periods at 51-75% is along Pruneridge Avenue between Harold Avenue and Saratoga Avenue (see Figure 1). This segment of the corridor has the highest amount of commercial land use. Immediately alta

MEMORANDUM

Alta Planning + Design, Inc. City of Santa Clara 4
after this block along the north side of the corridor between Saratoga Avenue and Luther Drive and to the south between Saratoga Avenue and Gamblin Drive is the lowest utilization rate due to no parking permitted at any time.

Figure 1. Average Total Parking Occupancy

The majority of side streets along the residential segment of the corridor between Saratoga Avenue and Pomeroy Avenue have a utilization rate under 5% (See Figure 2). Side streets that had a utilization rate of over 51% included both sides of Crestview Drive, east side of Jill Avenue, and the west side of Burnett Avenue. At any time of day where parking utilization along Pruneridge was over 50%, there was additonal capacity for parking use along side streets. For example, when parking utlization was over 50% along the north side of the corridor between Saratoga Avenue and Cypress Avenue, parking utilization was under 50% on the northern block of Cypress Avenue and to the south between Saratoga Avenue and Harold Avenue, parking utilization was under 50% along Harold Avenue. Additionally, along the corridor between Jill Avenue and Winchester Boulevard when parking utilization was over 50%, the northwest block of Winchester had less than 5% a
North
South
Tota l
Parking Spaces Available
220
Parking Spaces Used
43 a,..,,,,..., .. , w u k ~ «
E "
w V,
" w <t z
i " g, □
" "' 0
z z a
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FIGURE 1

AVERAGE TOTAL

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMP LETE STREETS STUDY
233
w
" □ a 0 ;,
fil
"
I

1.- 38
81 Percen t of Parki ng Capacity in Use
-◊% - 5%
- 6%- 10%
11%- 25%
- 26%-50%
Parking Utilization
19%
16%
Bou ndaries+ Desti nations
Santa Clara
San Jose
r,______r----, MILES
- s tudy Co rrid o r - - - • City Bo unda, y o 0.1 0 .2 Park s Stud y A rea Boundar y alta
Schoo l
~ City o f D<1ta provld~ by: - !"'1S City or S .. fllcl ~ ~~t_'?,!!~a2:~i ~';~coM~ Santa M~ •ce

MEMORANDUM

Alta Planning + Design, Inc. City of Santa Clara 5
utilization and the southeast side of Jill Avenue had less than 50% utilization. Detailed tables for each count period are included as an excel file. See Tables 3-5 for count results.

Figure 2. Side Street Average Parking Occupancy
Table 3: Utilization Summary by Location
Location # of Available Parking Average Cars Observed Utilization Rate Pruneridge Overall 453 81 18%
Pruneridge North 220 43 19%
Pruneridge South 233 38 16%
Side Streets 539 75 14%

a
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;;
z
0 "' l)
FIGURE 2
3'
Ii' !,
0'
j
0 ;;1 t g
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::; r

SIDE STREET AVERAGE

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMPLET E STREETS STUDY
0 0
I "'
El•m-,,,-,y
~a/Sl'E A,.,
""'
Percent of Parking Capacity in Use
- 0% - 5%
- 6%- 10%
11% · 25%
- 26%-50%
- 51% - 8 3%
w
> '<
0 f
Santa Clara
Boundarie s + Destinations ~ MILES
- study Corr id or .. - .. ~ City Bou ndary o Gl o 2
Parks Stu dy A.rea Boundary alta
School
~ City of Data pro.,idlx:I by: TMS. City of Sant.?!
~ ~~"!BS~a~~~;: ~;~sroach, Santa Mo111Ca

MEMORANDUM

Alta Planning + Design, Inc. City of Santa Clara 6
Table 4: Detailed Results South (Average Utilization)
Location # of Available
Parking
Average Cars Observed Average Utilization
Pruneridge Pomeroy to Cronin 32 4 13%
Cronin Dr 36 6 17%
Pruneridge Pomeroy to Radcliffe 26 7 25%
Radcliffe Dr 17 2 12%
Pruneridge Radcliffe to Woodhams 36 5 14%
Pruneridge Cronin to Sloat 8 2 25%
Pruneridge Sloat to Burnett 8 1 13%
Burnett Ave 18 3 17%
Pruneridge Burnett to Manly 7 1 14%
Pruneridge Manly to Hayes 8 1 13%
Hayes Ave 32 1 3%
Pruneridge Hayes to Drake 8 0 0
Pruneridge Drake to Woodhams 6 0 0
Woodhams Rd 50 2 4%
Pruneridge Woodhams to Redwood 9 0 0
Pruneridge Woodhams to Cedar 29 5 17%
Redwood Ave 20 2 10%
Cedar Way 21 6 29%
Pruneridge Redwood to Kiely 25 2 8%
Pruneridge Cedar to Kiely 16 2 16%
Kiely Blvd 58 0 0
Pruneridge Kiely to Luther 13 1 8%
Luther Dr 32 3 9%
Pruneridge Luther to Tanoak 0 0 0
Pruneridge Gamblin to San Tomas 0 0 0
Pruneridge Tanoak to San Tomas 0 0 0
Pruneridge San Tomas Expy to Saratoga 0 0 0
Saratoga Ave 0 0 0
Pruneridge Saratoga to Harold 15 12 80%
Pruneridge Saratoga to Cypress 28 17 61%
alta

MEMORANDUM

Alta Planning + Design, Inc. City of Santa Clara 7
Location # of Available
Parking
Average Cars Observed Average Utilization
Harold Ave 16 5 31%
Pruneridge Harold to Cypress 9 3 33%
Cypress Ave 31 2 6%
Pruneridge Cypress to Mark Twain 10 1 10%
Pruneridge Cypress to Los Padres 30 6 20%
Mark Twain Ct 15 2 13%
Pruneridge Mark Twain to Kerry 9 0 0
Kerry Dr 11 3 27%
Pruneridge Kerry to Westridge 9 0 0
Westridge Dr 10 3 30%
Pruneridge Westridge to Henry 9 1 11%
Henry Ave 13 3 23%
Pruneridge Henry to Pineview 10 0 0
Los Padres Blvd 15 3 20%
Pruneridge Los Padres to Pineview 8 1 13%
Pineview Dr 32 9 28%
Pruneridge Pineview to Crestview 11 2 18%
Crestview Dr 31 8 26%
Pruneridge Crestview to Jill 10 1 10%
Pruneridge Crestview to Winchester 24 1 4%
Jill Ave 14 7 50%
Pruneridge Jill to Winchester 10 4 40%
Winchester Blvd 14 0 0
Table 6: Average Utilization by Day and Time
Location Pruneridge Avenue Side Streets
Weekday AM 16% 7%
Weekday PM 18% -
Weekday Overnight 18% -
Weekend AM & PM 21% -
alta

MEMORANDUM
Alta Planning + Design, Inc. City of Santa Clara 8
Summary
On average, 82% of parking is not utilized. If parking were removed from one side of the street, drivers could find readily available spaces across the street and there would still be 152 spaces available. Parking use along Pruneridge Avenue could also be accommodated along several side streets that currently have low utilization under 5% and have the capacity for additional parking use. These streets include the north side of Winchester Boulevard, south side of Cypress Avenue, north and south side of Kiely Boulevard and Woodhams Road, Hayes Avenue, southeast side of Burnett Avenue, and the northeast side of Radcliff Drive. There are an additional 13 side streets that have the potential of accommodating parking with current utilization rates below 50%.
alta
Appendix A
Santa ClaraSan Jose

K IELY B LVD

SAN TO M A S E X P Y

GAMBLIN DR

KIELY BLVD

JILL AVE

WINCHESTER BLVD

TANOAKDR

SAN TOMAS EXPWY

SLOAT CTRADCLIFFEDR

LOSPADRESB L V D

MARK TWAIN CT

CYPRESSAVE

WOODHAMSRD

HAYES AVE

HAROLDAVE

BURNETT AVE

FONTANA DR

POMEROYAVE

CRONIN DR

REDWOOD AVE

DRAKE CT

LANDEROSDR

LUTHER DR

CRESTVIEW DR

SARATOGA AVE

WESTRIDGE DR

KERRY DR

PINEVIEWDR

PINEVIEW DR

HENRY AVE
Mary GomezPark and Pool
HenrySchmidtPark
Mission CityMemorial Park
CentralPark
PruneridgeGolf Course
Maywood Park
John Sutter
Elementary
School Millikin
Basics+
Eisenhower
School
Westwood
School
Central Park
Elementary
STEAM

AVERAGE TOTAL

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMPLETE STREETS STUDY
00 . 1 0 . 2
MILES
Data provided by: TIMS, City of Santa
Monica, Crossroads, Santa Monica
County, MTC
Boundaries + Destinations
Study Corridor
Parks
School
City Boundary
!!
!! ! !
!!
!!!! Study Area Boundary
Percent of Parking Capacity in Use
0% - 5%
6% - 10%
11% - 25%
26% - 50%
51% - 83%
F 1
Parkiing Spaces Available Parking Spaces Used
No rth 220 43
South 233 38
Tota l 453 81
- -- ----
Parking Utillizat i'on
19%
16%
18%
I
I
I I
- . -- -- - -,
I
I
I ~
·--------~---------~
~ Cityof
~ ~~!~.Clara
~
I
' I
I
I
I
Santa ClaraSan Jose

K IELY B LVD

SAN TOM A S E X P Y

KIELY BLVD

JILL AVE

WINCHESTER BLVD

TANOAKDR

SAN TOMAS EXPWY

MANLY CT

SLOAT CTRADCLIFFEDR

LOSPADRESB L V D

CYPRESSAVE

WOODHAMSRD

HAYES AVE

HAROLDAVE

FONTANA DR

POMEROYAVE

CRONIN DR

REDWOOD AVE

DRAKE CT

LANDEROSDR

LUTHER DR

CRESTVIEW DR

SARATOGA AVE

WESTRIDGE DR

KERRY DR

PINEVIEW DRPINEVIEW DR

HENRY AVE
Mary GomezPark and Pool
HenrySchmidtPark
Mission CityMemorial Park
CentralPark
PruneridgeGolf Course
Maywood Park
John Sutter
Elementary
School Millikin
Basics+
Eisenhower
School
Westwood
School
Central Park
Elementary
STEAM

SIDE STREET AVERAGE

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMPLETE STREETS STUDY
00 . 1 0 . 2
MILES
Data provided by: TIMS, City of Santa
Monica, Crossroads, Santa Monica
County, MTC
Boundaries + Destinations
Study Corridor
Parks
School
City Boundary
!!
!!!!
!!
!! !! Study Area Boundary
Percent of Parking Capacity in Use
0% - 5%
6% - 10%
11% - 25%
26% - 50%
51% - 83%
F 2
-
-
-
-
---
., I I I
1_
• - - - - -
...
. ; I I ~ ,.
---------T
I
~
Santa ClaraSan Jose

K IELY B LVD

SAN TO M A S E X P Y

GAMBLIN DR

KIELY BLVD

JILL AVE

WINCHESTER BLVD

TANOAKDR

SAN TOMAS EXPWY

SLOAT CTRADCLIFFEDR

LOSPADRESB L V D

MARK TWAIN CT

CYPRESSAVE

WOODHAMSRD

HAYES AVE

HAROLDAVE

BURNETT AVE

FONTANA DR

POMEROYAVE

CRONIN DR

REDWOOD AVE

DRAKE CT

LANDEROSDR

LUTHER DR

CRESTVIEW DR

SARATOGA AVE

WESTRIDGE DR

KERRY DR

PINEVIEWDR

PINEVIEW DR

HENRY AVE
Mary GomezPark and Pool
HenrySchmidtPark
Mission CityMemorial Park
CentralPark
PruneridgeGolf Course
Maywood Park
John Sutter
Elementary
School Millikin
Basics+
Eisenhower
School
Westwood
School
Central Park
Elementary
STEAM

AVERAGE OVERNIGHT

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMPLETE STREETS STUDY
00 . 1 0 . 2
MILES
Data provided by: TIMS, City of Santa
Monica, Crossroads, Santa Monica
County, MTC
Boundaries + Destinations
Study Corridor
Parks
School
City Boundary
!!
!!! !
!!
!!! ! Study Area Boundary
Percent of Parking Capacity in Use
0% - 5%
6% - 10%
11% - 25%
26% - 50%
51% - 92%
F 3
Park ing Spa,ces Ava ilable Par1king Spaces Used
North 220 42
South 233 39
- -- ----
Park i'ng Utilizati 'on
I
I
I I
- . -- -- - -,
I
I
I ~
·-- ------~---------~
~ Cityof
~ ~~!~,Clara
~
I
' I
I
I
I
Santa ClaraSan Jose

K IELY B LVD

SAN TOM A S E X P Y

GAMBLIN DR

KIELY BLVD

JILL AVE

WINCHESTER BLVD

TANOAKDR

SAN TOMAS EXPWY

SLOAT CTRADCLIFFEDR

LOSPADRESB L V D

MARK TWAIN CT

CYPRESSAVE

WOODHAMSRD

HAYES AVE

HAROLDAVE

BURNETT AVE

FONTANA DR

POMEROYAVE

CRONIN DR

REDWOOD AVE

DRAKE CT

LANDEROSDR

LUTHER DR

CRESTVIEW DR

SARATOGA AVE

WESTRIDGE DR

KERRY DR

PINEVIEWDR

PINEVIEW DR

HENRY AVE
Mary GomezPark and Pool
HenrySchmidtPark
Mission CityMemorial Park
CentralPark
PruneridgeGolf Course
Maywood Park
John Sutter
Elementary
School Millikin
Basics+
Eisenhower
School
Westwood
School
Central Park
Elementary
STEAM

AVERAGE WEEKDAY AM

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMPLETE STREETS STUDY
00 . 1 0 . 2
MILES
Data provided by: TIMS, City of Santa
Monica, Crossroads, Santa Monica
County, MTC
Boundaries + Destinations
Study Corridor
Parks
School
City Boundary
!!
!!!!
! !! !!! Study Area Boundary
Percent of Parking Capacity in Use
0% - 5%
6% - 10%
11% - 25%
26% - 50%
51% - 75%
F 4
-
-
-
-
---
I I I
,_ . -------, ,--
I I ~ ,.
-------~---------T
City
of
Santa
Clara
OM"""o/llr•
........

I
-.,,..._._. ---·-·-.
~ al
Santa ClaraSan Jose

K IELY B LVD

SAN TOM A S E X P Y

GAMBLIN DR

KIELY BLVD

JILL AVE

WINCHESTER BLVD

TANOAKDR

SAN TOMAS EXPWY

SLOAT CTRADCLIFFEDR

LOSPADRESB L V D

MARK TWAIN CT

CYPRESSAVE

WOODHAMSRD

HAYES AVE

HAROLDAVE

BURNETT AVE

FONTANA DR

POMEROYAVE

CRONIN DR

REDWOOD AVE

DRAKE CT

LANDEROSDR

LUTHER DR

CRESTVIEW DR

SARATOGA AVE

WESTRIDGE DR

KERRY DR

PINEVIEWDR

PINEVIEW DR

HENRY AVE
Mary GomezPark and Pool
HenrySchmidtPark
Mission CityMemorial Park
CentralPark
PruneridgeGolf Course
Maywood Park
John Sutter
Elementary
School Millikin
Basics+
Eisenhower
School
Westwood
School
Central Park
Elementary
STEAM

AVERAGE WEEKDAY PM

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMPLETE STREETS STUDY
00 . 1 0 . 2
MILES
Data provided by: TIMS, City of Santa
Monica, Crossroads, Santa Monica
County, MTC
Boundaries + Destinations
Study Corridor
Parks
School
City Boundary
!!
!! !!
!!
!!!! Study Area Boundary
Percent of Parking Capacity in Use
)% - 5%
6% - 10%
11% - 25%
26% - 50%
51% - 80%
F 5
Parking Spa,ces Avalilable Pariking Spaces Used I
North 220 43
South 233 39 I
Total 453 82
,·.:.
- -- ----
Parking Utilizat ion
20%
17%
18%
I
I
I I
- . -- -- - -,
I
I
I ~
·--- -----~---------~
~ Cityof
~ ~~!~ .Clara
~
I
' I
I
I
I
Santa ClaraSan Jose

K IELY B LVD

SAN TOM A S E X P Y

GAMBLIN DR

KIELY BLVD

JILL AVE

WINCHESTER BLVD

TANOAKDR

SAN TOMAS EXPWY

SLOAT CTRADCLIFFEDR

LOSPADRESB L V D

MARK TWAIN CT

CYPRESSAVE

WOODHAMSRD

HAYES AVE

HAROLDAVE

BURNETT AVE

FONTANA DR

POMEROYAVE

CRONIN DR

REDWOOD AVE

DRAKE CT

LANDEROSDR

LUTHER DR

CRESTVIEW DR

SARATOGA AVE

WESTRIDGE DR

KERRY DR

PINEVIEWDR

PINEVIEW DR

HENRY AVE
Mary GomezPark and Pool
HenrySchmidtPark
Mission CityMemorial Park
CentralPark
PruneridgeGolf Course
Maywood Park
John Sutter
Elementary
School Millikin
Basics+
Eisenhower
School
Westwood
School
Central Park
Elementary
STEAM

AVERAGE WEEKEND

PARKING OCCUPANCY

PRUNERIDGE AVENUE

COMPLETE STREETS STUDY
00 . 1 0 . 2
MILES
Data provided by: TIMS, City of Santa
Monica, Crossroads, Santa Monica
County, MTC
Boundaries + Destinations
Study Corridor
Parks
School
City Boundary
!!
!!! !
!!
!!! ! Study Area Boundary
Percent of Parking Capacity in Use
0% - 5%
6% - 10%
11% - 25%
26% - 50%
50% - 88%
F
Park1ing Spaces Avaiilable I Parki1ng Spaces Used
North 220 56
South 233 I 41
Tota l 453 97
- -- ----
Pa rking Utilizat ion
26%
17%
21%
I
! r \
;- ------ -·-.---- --- : 1
I
I
I
I I
- . -- -- - -,
I
I
I ~
·--------~---------~
~ Cityof
~ ~~!~ .Clara
~
I
' I
I
I
I
Appendix B
eg ent Legally available Parked ehicles Parked ehicles Parked ehicles DATES spaces
TIMES 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM TBO N
P O M E R O Y C R O N I N 3 2 22222 22233 22222
C R O N I N S L O A T 8 43333 33333 22222
S L O A T B U R N E T T 8 00000 11111 00000
B U R N E T T M A N L Y 7 11111 22222 22211
M A N L Y H A Y E S 8 12222 32222 11111
H A Y E S D R A K E 8 00000 00000 00000
DRAKE WOODHAMS 6 00000 00000 00000
W O O D H A M S R E D W O O D 9 00000 00000 00000
R E D W O O D K I E L Y 2 5 22222 11222 23333
K I E L Y G A M B L I N 2 0 33333 44333 33333
G A M B L I N S A N T O M A S E X P Y 0 00000 00000 00000 S A N T O M A S E X P Y S A R A T O G A 0 00000 00000 00000 SARATOGA HAROLD 15 14 13 12 12 13 12 11 10 10 11 10 10 10 10 11 HAROLD CYPRESS 33333 43333 44444
C Y P R E S S M A R K T W A I N 1 0 11111 00000 11111
M A R K T W A I NK E R R Y 9 00000 00000 01000
K E R R Y W E S T R I D G E 9 00000 00000 00000
W E S T R I D G E H E N R Y 9 00000 00000 00000
H E N R Y P I N E V I E W 1 0 00000 00000 00000
P I N E V I E W C R E S T V I E W 1 1 22222 22222 22222 C R E S T V I E W J I L L 1 0 11111 11111 11111
J I L L W I N C H E S T E R 1 0 12177 22245 22256
Total (EASTBOUND) 233 35 35 33 39 40 37 34 33 36 38 32 34 33 35 37 Legally available Parked ehicles Parked ehicles Parked ehicles DATES spaces
TIMES 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM TBO N
W I N C H E S T E RC R E S T V I E W 2 4 11111 11111 00211 C R E S T V I E W P I N E V I E W 1 0 00121 00011 00000 P I N E V I E W L O S P A D R E S 8 00142 00131 01113
L O S P A D R E S C Y R P R E S S 3 0 43342 33333 33533 CYPRESS SARATOGA 28 16 13 12 13 12 17 17 16 17 17 14 12 10 12 12 S A R A T O G A S A N T O M A S E X P Y 0 00000 00000 00000 S A N T O M A S E X P Y T A N O A K 0 00000 00000 00000 T A N O A K L U T H E R 0 00000 00000 00000
L U T H E R K I E L Y 1 3 00000 00010 00000
K I E L Y C E D A R 1 6 22222 33333 22222
C E D A R W O O D H A M S 2 9 86655 45576 45455
W O O D H A M S R A D C L I F F E 3 6 64444 4435 4 33333 R A D C L I F F E P O M E R O Y 2 6 67666 77777 88777
Total (WESTBOUND) 220 43 36 36 41 35 39 40 39 48 43 34 34 34 34 36 Total N T 453 1 5 4241 3
ide treet O er low Legally available Parked ehicles Parked ehicles Parked ehicles DATES spaces
TIMES 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM