Transportation Impact Analysis — Sunnyvale City Council, June 28, 2022 (part 2 of 7)

MATHILDA AVE MATHILDA AVESUNNYVALE-SARATOGA RDSUNNYVALE-SARATOGA RD (303) 216-2439
www.alltrafficdata.net
Location: 21 MATHILDA AVE & SUNNYVALE-SARATOGA RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
475 2,097
268
420
2,462703
37 22

0.95 N
S
EW

0.75 0.91

0.92 0.88
(3,494)(981)
(509)
(670)
(31)
(83)
(4,062)(1,440)
8 20
17 21
2 245
15 7
15 0
0 43012
2,041
396
13 SUNNYVALE-SARATOGA R
D

SUNNYVALE-SARATOGA R
D

MATHILDA AVE

MATHILDA AVE
2 3
4 2
N
S
EW
30 31
1 1
2 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 3 1 205 1 3 920 4 2 0 51 0 424 0 3 1 02,3937 3 50 2 7:15 AM 6 0 260 0 1 1760 2 3 0 78 1 592 1 2 0 02,7547 2 55 1 7:30 AM 1 0 374 5 1 1090 5 2 0 51 0 629 1 1 3 02,9633 6 71 1 7:45 AM 5 3 510 8 5 1010 6 1 0 43 0 748 0 1 0 03,1884 6 56 0 8:00 AM 3 1 527 5 6 1120 3 1 0 65 0 785 0 2 1 03,2428 4 47 3 8:15 AM 3 4 489 6 1 1030 5 3 0 61 1 801 0 1 0 02 7 115 1 8:30 AM 4 5 505 3 6 960 3 1 0 66 0 854 0 0 1 24 8 152 1 8:45 AM 3 2 520 6 4 1190 4 2 0 53 1 802 2 0 2 01 2 82 3 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 1 0 0 0 00 0 0 2 0 0 30 0 0 0
Lights 12 2,030 396 17 416 815 7 15 241 2 21 3,2130 0 13 20 Mediums 0 10 0 0 14 00 0 0 2 0 0 260 0 0 0
Total 15 7 15 245 2 21 12 2,041 396 17 430 8 3,2420 0 13 20 Attachment 15

Page 152 of 557 ends

MATHILDA AVE MATHILDA AVESUNNYVALE-SARATOGA RDSUNNYVALE-SARATOGA RD (303) 216-2439
www.alltrafficdata.net
Location: 21 MATHILDA AVE & SUNNYVALE-SARATOGA RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
1,988 593
454
390
9122,349
28 50

0.94 N
S
EW

0.97 0.83

0.81 0.67
(1,117)(3,753)
(853)
(778)
(83)
(60)
(1,749)(4,437)
25 9
59 33
14 407
15 4
9 0
0 1,89511
542
327
32 SUNNYVALE-SARATOGA R
D

SUNNYVALE-SARATOGA R
D

MATHILDA AVE

MATHILDA AVE
12 5
2 2
N
S
EW
23 20
8 4
2 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 2 0 120 1 9 3660 2 2 0 82 2 702 0 1 0 03,0333 13 96 4 4:15 PM 2 5 124 2 13 3860 2 2 0 75 2 719 1 2 2 23,0941 4 99 2 4:30 PM 7 2 114 3 7 4510 2 3 0 97 3 776 1 1 0 33,2547 8 69 3 4:45 PM 6 3 114 2 12 5020 2 2 0 97 5 836 0 3 1 03,3784 11 74 2 5:00 PM 9 4 102 2 8 4570 1 0 0 109 4 763 1 0 1 33,3822 4 56 5 5:15 PM 5 5 151 1 17 4820 2 1 0 82 0 879 1 1 0 12 7 119 5 5:30 PM 11 0 145 2 18 4780 2 3 0 125 4 900 0 2 1 72 8 92 10 5:45 PM 7 2 144 4 16 4780 4 0 0 91 6 840 0 2 0 19 14 60 5 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 11 538 327 59 1,883 259 4 15 405 14 33 3,3640 0 32 9 Mediums 0 4 0 0 12 00 0 0 2 0 0 180 0 0 0
Total 9 4 15 407 14 33 11 542 327 59 1,895 25 3,3820 0 32 9 Attachment 15

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SUNNYVALE-SARATOGA RDSUNNYVALE-SARATOGA RDREMINGTON DRREMINGTON DR (303) 216-2439
www.alltrafficdata.net
Location: 22 SUNNYVALE-SARATOGA RD & REMINGTON DR AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
641 2,613
694
584
2,783999
555
477

0.96 N
S
EW

0.73 0.90

0.94 0.80
(4,256)(1,292)
(1,255)
(974)
(823)
(906)
(4,623)(2,023)
98 2
29 65
268
361
87 298
170
0 0
512111
2,376
257
39 REMINGTON DR

REMINGTON DR

SUNNYVALE-SARATOGA R
D

SUNNYVALE-SARATOGA R
D
6 2
7 4
N
S
EW
11 07
6 0
4 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 13 10 248 0 8 1190 9 16 0 76 18 590 1 2 17 03,40318 8 36 11 7:15 AM 8 24 304 0 5 2060 21 30 0 106 38 859 1 5 15 13,99029 8 60 20 7:30 AM 6 25 430 0 10 1340 53 53 0 90 58 966 0 2 1 44,34223 9 68 7 7:45 AM 5 39 518 1 4 990 28 54 0 75 69 988 0 2 0 34,52317 6 46 27 8:00 AM 9 46 558 0 7 1050 47 85 0 85 96 1,177 0 0 3 44,67325 11 54 49 8:15 AM 8 26 592 1 7 1350 51 102 0 102 71 1,211 0 0 1 122 17 60 17 8:30 AM 9 14 645 1 6 1330 42 56 0 74 43 1,147 0 0 0 120 15 72 17 8:45 AM 13 25 581 0 9 1390 30 55 0 100 58 1,138 3 2 3 020 22 71 15 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 1 1 0 0 1 00 0 0 1 0 0 40 0 0 0
Lights 109 2,353 247 29 500 94170 291 85 350 263 64 4,5960 0 39 2 Mediums 1 22 10 0 11 40 7 2 10 5 1 730 0 0 0
Total 170 298 87 361 268 65 111 2,376 257 29 512 98 4,6730 0 39 2 Attachment 15

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SUNNYVALE-SARATOGA RDSUNNYVALE-SARATOGA RDFREMONT AVEFREMONT AVE (303) 216-2439
www.alltrafficdata.net
Location: 23 SUNNYVALE-SARATOGA RD & FREMONT AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
1,069 2,852
1,068
610
2,692989
857
1,235

0.97 N
S
EW

0.80 0.85

0.98 0.88
(4,801)(2,147)
(2,022)
(1,095)
(2,529)
(1,511)
(4,502)(1,757)
264
41 67
188
704
174
116
412
313
2 16
697251
2,310
129
2 FREMONT AVE

FREMONT AVE

SUNNYVALE-SARATOGA R
D

SUNNYVALE-SARATOGA R
D
30 16
7 9
N
S
EW
88 52
24 6
5 4
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 44 237 21 23 1150 38 44 0 26 122 797 4 4 7 264,49613 29 14 71 7:15 AM 0 56 364 30 31 1661 63 85 0 24 179 1,196 7 20 6 1015,17032 19 17 129 7:30 AM 0 61 413 28 22 1432 69 80 0 30 160 1,184 0 2 2 125,36025 36 23 92 7:45 AM 0 72 474 7 9 1270 72 102 0 39 241 1,319 0 6 8 105,58828 49 35 64 8:00 AM 1 51 599 11 17 1953 85 124 0 49 167 1,471 2 4 0 35,68634 38 28 69 8:15 AM 0 53 604 10 16 1724 73 91 1 38 151 1,386 3 1 0 430 52 29 62 8:30 AM 0 69 539 10 14 1645 85 105 1 52 194 1,412 0 4 3 724 53 38 59 8:45 AM 1 78 568 10 20 1664 70 92 0 35 192 1,417 4 7 3 1328 45 34 74 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 1 2 1 0 1 00 0 1 0 0 0 60 0 0 0
Lights 247 2,278 127 66 685 260310 412 113 172 699 186 5,61616 2 2 41 Mediums 3 30 1 1 11 43 0 2 2 5 2 640 0 0 0
Total 313 412 116 174 704 188 251 2,310 129 67 697 264 5,68616 2 2 41 Attachment 15

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SUNNYVALE-SARATOGA RDSUNNYVALE-SARATOGA RDHOMESTEAD RDHOMESTEAD RD (303) 216-2439
www.alltrafficdata.net
Location: 24 SUNNYVALE-SARATOGA RD & HOMESTEAD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
1,410 2,202
1,551
494
1,9702,084
902
1,053

0.96 N
S
EW

0.87 0.93

0.95 0.89
(3,798)(2,392)
(2,709)
(894)
(1,853)
(1,568)
(3,504)(3,628)
96 22
112
344
693
497
365
255
272
17 10
1,180254
1,564
110
42 HOMESTEAD RD

HOMESTEAD RD

SUNNYVALE-SARATOGA R
D

SUNNYVALE-SARATOGA R
D
3 1
13 6
N
S
EW
01 76
0 3
3 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 15 49 188 5 11 1241 18 31 1 50 88 687 1 0 1 14,34042 37 18 9 7:15 AM 15 75 271 0 25 1940 31 21 4 103 98 1,006 1 0 0 15,16854 70 32 13 7:30 AM 13 48 310 5 31 2787 45 57 0 105 140 1,241 2 0 2 25,58383 67 33 19 7:45 AM 13 50 377 12 25 2168 86 84 0 141 180 1,406 2 1 9 65,79498 74 27 15 8:00 AM 11 64 419 7 30 3383 72 59 3 123 146 1,515 1 0 1 15,833100 83 25 32 8:15 AM 16 64 320 6 31 2913 68 77 4 125 204 1,421 1 0 3 181 87 24 20 8:30 AM 11 70 404 6 21 2601 62 72 1 138 176 1,452 1 1 2 1106 77 27 20 8:45 AM 4 56 421 3 30 2913 70 47 9 111 167 1,445 3 0 5 078 97 34 24 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 3 0 0 2 10 1 0 0 3 0 100 0 0 0
Lights 249 1,539 110 109 1,154 93269 251 362 483 672 342 5,72410 17 42 22 Mediums 5 22 0 3 24 23 3 3 14 18 2 990 0 0 0
Total 272 255 365 497 693 344 254 1,564 110 112 1,180 96 5,83310 17 42 22 Attachment 15

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SUNNYVALE AVE SUNNYVALE AVEMCKINLEY AVEMCKINLEY AVE
(303) 216-2439
www.alltrafficdata.net
Location: 25 SUNNYVALE AVE & MCKINLEY AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
222 435
97 30
455225
58 142

0.92 N
S
EW

0.91 0.84

0.88 0.91
(710)(416)
(141)
(41)
(197)
(70)
(744)(423)
28 0
0 24
58 15
16 16
26 0
0 19456
385
14 0

MCKINLEY AVE

SUNNYVALE AVE

SUNNYVALE AVE
20 13
17 14
N
S
EW
103
710
19 1
6 8
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 3 80 0 0 600 1 0 0 1 4 153 1 1 0 35390 3 0 1
7:15 AM 0 4 42 0 0 450 0 1 0 3 2 106 1 2 3 15741 1 4 3
7:30 AM 0 4 79 0 0 290 2 1 0 2 7 133 5 2 3 06751 3 1 4
7:45 AM 0 10 59 0 0 470 0 1 0 5 8 147 1 4 2 97544 5 3 5 8:00 AM 0 11 75 0 0 540 6 4 0 4 17 188 4 3 8 48323 4 3 7 8:15 AM 0 20 89 0 0 430 6 3 0 3 18 207 3 3 3 46 8 6 5
8:30 AM 0 12 106 0 0 490 7 3 0 5 8 212 1 4 3 54 7 3 8
8:45 AM 0 13 115 0 0 480 7 6 0 3 15 225 5 3 3 63 5 2 8
Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 1 0 0 0 10 0 0 0
Lights 54 373 14 0 186 2826 16 14 15 58 24 8080 0 0 0
Mediums 2 12 0 0 8 00 0 1 0 0 0 230 0 0 0
Total 26 16 16 15 58 24 56 385 14 0 194 28 8320 0 0 0
Attachment 15

Page 157 of 557 ends

SUNNYVALE AVE SUNNYVALE AVEMCKINLEY AVEMCKINLEY AVE
(303) 216-2439
www.alltrafficdata.net
Location: 25 SUNNYVALE AVE & MCKINLEY AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
491 380
64 114
382523
205
125

0.89 N
S
EW

0.87 0.71

0.91 0.81
(734)(838)
(123)
(166)
(222)
(364)
(726)(929)
52 0
19 10
33 21
82 73
50 0
0 42040
320
22 0

MCKINLEY AVE

SUNNYVALE AVE

SUNNYVALE AVE
18 14
20 18
N
S
EW
410
155
7 11
10 8
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 3 70 0 3 710 13 8 0 5 6 221 10 1 1 190922 6 1 13 4:15 PM 0 8 76 0 1 680 10 7 0 8 6 216 2 1 3 194918 2 3 9 4:30 PM 0 12 69 0 5 700 11 5 0 6 4 222 6 2 1 11,00323 4 3 10 4:45 PM 0 10 83 0 0 870 9 10 0 5 6 250 5 6 6 31,10023 1 6 10 5:00 PM 0 14 63 0 3 970 12 8 0 4 16 261 5 0 3 01,14222 3 5 14 5:15 PM 0 6 83 0 6 940 12 23 0 4 4 270 4 1 6 622 2 5 9
5:30 PM 0 10 84 0 7 1230 13 23 0 7 4 319 3 6 5 627 3 7 11 5:45 PM 0 10 90 0 3 1060 13 19 0 6 9 292 6 6 5 511 2 5 18 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 40 314 22 19 414 5250 73 82 21 32 10 1,1290 0 0 0 Mediums 0 6 0 0 6 00 0 0 0 1 0 130 0 0 0
Total 50 73 82 21 33 10 40 320 22 19 420 52 1,1420 0 0 0 Attachment 15

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FAIR OAKS AVE FAIR OAKS AVEDUANE AVEDUANE AVE
(303) 216-2439
www.alltrafficdata.net
Location: 12 FAIR OAKS AVE & DUANE AVE AM
Tuesday, May 8, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
901 1,279
525
456
1,150880
214
175

0.90 N
S
EW

0.91 0.78

0.96 0.87
(3,596)(2,367)
(1,369)
(923)
(425)
(500)
(3,188)(2,480)

237
121
167
13 102
99 0
0

DUANE AVE

FAIR OAKS AVE

FAIR OAKS AVE
17
11
N
S
EW

65 15 2

Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 1 107 0 13 1550 17 4 0 43 8 380 0 2 0 42,2562 14 12 4 7:15 AM 0 1 140 1 17 1540 19 15 0 35 18 459 1 3 0 102,5581 24 24 10 7:30 AM 0 2 173 0 48 1700 32 29 0 50 35 642 2 0 5 72,7233 47 43 10 7:45 AM 0 1 216 0 58 1790 31 34 0 54 41 775 2 1 1 102,7902 75 65 19 8:00 AM 0 1 230 0 24 1920 31 31 0 33 30 682 0 4 1 02,7244 52 43 11 8:15 AM 0 4 211 0 36 1720 10 19 0 36 24 624 4 5 2 12,6675 51 46 10 8:30 AM 0 0 286 0 35 1570 27 18 0 44 26 709 2 4 5 12,6992 59 47 8 8:45 AM 0 2 300 0 26 1480 22 17 0 53 27 709 1 1 2 32,5793 75 24 12 9:00 AM 0 3 264 0 19 1680 20 12 0 31 26 625 2 1 1 52,4441 42 28 11 9:15 AM 0 2 312 0 9 1540 17 5 0 41 19 656 0 2 2 17 57 24 9 9:30 AM 0 3 263 0 18 1360 21 9 0 40 14 589 0 3 1 14 51 28 2 9:45 AM 0 3 252 0 10 1550 15 6 0 41 21 574 0 1 2 35 32 27 7 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 3 0 0 0 00 0 0 0 0 1 40 0 0 0
Lights 6 921 196 152 675 4597 102 12 159 119 235 2,7190 0 0 0 Mediums 0 19 5 1 25 32 0 1 8 2 1 670 0 0 0
Total 99 102 13 167 121 237 6 943 201 153 700 48 2,7900 0 0 0 Attachment 15

Page 159 of 557 ends

FAIR OAKS AVE FAIR OAKS AVEDUANE AVEDUANE AVE
(303) 216-2439
www.alltrafficdata.net
Location: 12 FAIR OAKS AVE & DUANE AVE PM
Tuesday, May 8, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
2,240 898
481
503
8752,175
188
208

0.98 N
S
EW

0.96 0.95

0.97 0.92
(2,440)(5,241)
(1,131)
(1,177)
(554)
(448)
(2,480)(5,129)

143
110
228
26 99
63 0
0

DUANE AVE

FAIR OAKS AVE

FAIR OAKS AVE
12
23
N
S
EW

1013
6 6

Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 2 136 0 19 2340 6 17 0 51 22 576 0 0 2 42,5763 26 39 21 4:15 PM 0 3 151 0 39 2540 16 15 0 42 15 618 2 1 0 22,8974 18 39 22 4:30 PM 0 0 144 0 43 2850 10 19 0 30 13 650 0 4 2 43,2429 30 49 18 4:45 PM 0 6 178 0 47 3360 9 17 0 44 13 732 2 7 6 13,5534 16 43 19 5:00 PM 0 3 169 0 50 4550 11 25 0 58 26 897 0 4 6 33,7845 32 42 21 5:15 PM 0 1 178 0 54 4820 16 23 0 58 25 963 3 6 1 33,7099 43 47 27 5:30 PM 0 0 171 0 77 4820 11 32 0 61 25 961 3 8 3 23,5295 34 39 24 5:45 PM 0 0 174 0 44 5020 25 19 0 51 34 963 1 5 6 33,2637 34 51 22 6:00 PM 0 3 169 0 27 4270 12 17 0 52 28 822 3 2 4 52,94010 29 22 26 6:15 PM 0 4 174 0 27 3930 14 16 0 47 17 783 1 5 3 26 20 37 28 6:30 PM 0 1 171 0 18 3500 11 12 0 35 20 695 2 4 1 45 12 39 21 6:45 PM 0 4 156 0 28 2940 14 10 0 35 15 640 4 1 2 84 20 35 25 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 1 0 0 0 00 0 0 0 0 1 20 0 0 0
Lights 4 687 175 224 1,907 9463 99 26 224 110 142 3,7550 0 0 0 Mediums 0 4 4 1 14 00 0 0 4 0 0 270 0 0 0
Total 63 99 26 228 110 143 4 692 179 225 1,921 94 3,7840 0 0 0 Attachment 15

Page 160 of 557 ends

FAIR OAKS AVE FAIR OAKS AVEE ARQUES AVEE ARQUES AVE
(303) 216-2439
www.alltrafficdata.net
Location: 15 FAIR OAKS AVE & E ARQUES AVE AM
Tuesday, May 8, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:15 AM - 09:15 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
614 824
422
274
1,112749
215
516

0.96 N
S
EW

0.97 0.81

0.95 0.91
(2,097)(1,803)
(1,240)
(756)
(1,550)
(551)
(2,915)(2,106)
99 0
20 47
187
188
66 89
60 0
0 495230
717
165
0 E ARQUES AVE

E ARQUES AVE

FAIR OAKS AVE

FAIR OAKS AVE
7 9
4 4
N
S
EW
63 22
2 5
3 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 35 63 0 5 1370 3 10 0 33 35 377 1 2 0 21,9187 8 10 31 7:15 AM 0 50 98 0 4 1240 13 14 0 36 33 431 0 0 0 42,0588 4 21 26 7:30 AM 0 50 133 0 3 1240 18 15 0 46 47 514 0 0 0 02,2448 11 24 35 7:45 AM 0 51 151 0 3 1300 20 23 0 56 64 596 1 0 0 22,30511 23 34 30 8:00 AM 0 45 123 0 8 1350 13 16 0 50 54 517 3 2 3 02,2884 10 31 28 8:15 AM 0 60 186 0 4 1380 21 22 0 40 46 617 1 4 1 12,36316 15 44 25 8:30 AM 0 57 184 0 2 1210 13 23 0 52 42 575 0 2 1 12,34121 10 31 19 8:45 AM 0 51 181 0 5 1190 15 22 0 46 45 579 1 0 1 22,32813 9 44 29 9:00 AM 0 62 166 0 9 1170 11 22 0 50 54 592 1 2 1 32,30316 13 46 26 9:15 AM 0 71 185 0 7 920 5 33 0 51 48 595 1 1 0 417 17 48 21 9:30 AM 0 74 177 0 5 860 10 26 0 42 42 562 3 1 2 414 12 52 22 9:45 AM 0 72 148 0 11 980 13 22 0 35 46 554 4 2 1 113 15 57 24 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 227 705 164 19 482 9659 89 63 180 181 46 2,3110 0 0 0 Mediums 3 12 1 1 13 31 0 3 8 6 1 520 0 0 0
Total 60 89 66 188 187 47 230 717 165 20 495 99 2,3630 0 0 0 Attachment 15

Page 161 of 557 ends

FAIR OAKS AVE FAIR OAKS AVEE ARQUES AVEE ARQUES AVE
(303) 216-2439
www.alltrafficdata.net
Location: 15 FAIR OAKS AVE & E ARQUES AVE PM
Tuesday, May 8, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:15 PM - 06:15 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
1,159 622
672
337
7671,607
404
436

0.95 N
S
EW

0.98 0.88

0.96 0.93
(1,736)(2,846)
(1,481)
(951)
(1,127)
(1,047)
(2,201)(3,761)
104
0 55
50 182
440
167
131
106
0 0
1,000150
466
151
0 E ARQUES AVE

E ARQUES AVE

FAIR OAKS AVE

FAIR OAKS AVE
14 10
3 7
N
S
EW
73 21
8 6
1 6
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 31 108 0 14 1480 15 20 0 36 15 472 2 0 0 02,09023 11 26 25 4:15 PM 0 34 90 0 4 1610 22 29 0 40 28 478 0 2 0 32,26324 8 25 13 4:30 PM 0 33 108 0 9 1850 21 23 0 55 19 546 2 0 0 22,56429 14 35 15 4:45 PM 0 42 115 0 8 1850 28 33 0 64 28 594 1 0 0 22,80427 12 32 20 5:00 PM 0 38 97 0 14 2040 22 30 0 75 52 645 2 6 2 02,95037 14 46 16 5:15 PM 0 39 127 0 14 2530 23 30 0 124 45 779 3 0 0 13,00238 16 41 29 5:30 PM 0 40 135 0 14 2390 23 33 0 134 48 786 2 5 2 42,84753 9 30 28 5:45 PM 0 44 115 0 13 2580 33 40 0 92 49 740 0 3 0 12,66232 7 40 17 6:00 PM 0 27 89 0 14 2500 27 28 0 90 40 697 1 2 1 52,53544 18 40 30 6:15 PM 0 33 110 0 14 1970 24 33 0 65 32 624 0 0 1 231 10 47 28 6:30 PM 0 38 115 0 16 1850 14 26 0 70 43 601 0 0 0 129 7 38 20 6:45 PM 0 36 112 0 8 1820 29 39 0 67 36 613 0 0 0 135 8 45 16 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 1 0 0 10 0 0 0
Lights 150 463 149 55 993 104106 129 167 438 182 50 2,9860 0 0 0 Mediums 0 3 2 0 7 00 2 0 1 0 0 150 0 0 0
Total 106 131 167 440 182 50 150 466 151 55 1,000 104 3,0020 0 0 0 Attachment 15

Page 162 of 557 ends

WOLFE RD WOLFE RDARQUES AVEARQUES AVE
(303) 216-2439
www.alltrafficdata.net
Location: 45 WOLFE RD & ARQUES AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
352 973
341
537
1,114334
250
213

0.88 N
S
EW

0.89 0.82

0.79 0.82
(1,561)(627)
(627)
(842)
(364)
(437)
(1,715)(639)
27 1
91 85
165
91 10
176
64 0
0 23321
823
270
0 ARQUES AVE

ARQUES AVE

WOLFE RD

WOLFE RD
4 1
2 3
N
S
EW
10 20
1 3
2 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 1 3 64 0 8 450 13 25 0 22 30 252 0 0 0 01,3490 18 22 1 7:15 AM 0 2 82 0 12 460 8 25 0 17 10 241 1 0 0 11,5333 14 20 2 7:30 AM 0 1 133 1 16 500 21 34 0 15 33 360 0 0 0 11,7511 21 29 5 7:45 AM 0 3 182 0 14 680 11 41 0 32 54 496 1 0 0 21,9745 20 59 7 8:00 AM 0 10 147 1 19 710 12 33 0 19 45 436 1 0 0 12,0573 18 52 6 8:15 AM 0 2 169 0 22 440 17 44 0 20 43 459 1 0 0 03 26 66 3 8:30 AM 0 3 277 0 25 650 17 42 0 23 33 583 1 0 0 23 13 72 10 8:45 AM 0 6 230 0 25 530 18 57 0 29 44 579 0 0 0 11 28 80 8 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 2 1 1 0 00 0 0 2 0 3 90 0 0 0
Lights 20 806 263 85 227 2664 174 9 83 156 79 1,9930 0 0 1 Mediums 1 15 6 5 6 10 2 1 6 9 3 550 0 0 0
Total 64 176 10 91 165 85 21 823 270 91 233 27 2,0570 0 0 1 Attachment 15

Page 163 of 557 ends

WOLFE RD WOLFE RDARQUES AVEARQUES AVE
(303) 216-2439
www.alltrafficdata.net
Location: 45 WOLFE RD & ARQUES AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
1,273 618
742
518
5771,288
384
552

0.98 N
S
EW

0.93 0.95

0.93 0.91
(1,085)(2,227)
(1,193)
(994)
(820)
(652)
(1,075)(2,248)
35 5
129
103
492
147
37 262
85 0
0 1,10425
425
127
0 ARQUES AVE

ARQUES AVE

WOLFE RD

WOLFE RD
12 0
0 2
N
S
EW
00 00
9 3
2 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 3 79 1 28 1410 16 42 0 40 37 453 0 0 1 22,1714 16 42 4 4:15 PM 0 4 93 2 31 1700 13 51 0 30 52 517 2 0 0 32,4575 19 43 4 4:30 PM 1 7 74 1 28 1750 19 52 0 39 66 539 0 0 0 32,6862 21 42 12 4:45 PM 0 1 77 2 44 3070 17 41 0 40 74 662 0 0 0 12,8806 17 32 4 5:00 PM 0 2 107 0 44 2580 20 75 0 31 131 739 0 0 0 12,97610 19 37 5 5:15 PM 0 6 93 2 26 2910 20 65 0 45 127 746 1 0 0 66 24 25 16 5:30 PM 0 6 119 3 27 2890 16 56 0 30 112 733 0 0 0 211 27 30 7 5:45 PM 0 11 106 0 32 2660 29 66 0 41 122 758 1 0 0 310 33 35 7 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 1 0 0 0 00 0 0 0 0 0 10 0 0 0
Lights 25 403 124 129 1,102 3483 256 36 146 485 103 2,9310 0 0 5 Mediums 0 21 3 0 2 12 6 1 1 7 0 440 0 0 0
Total 85 262 37 147 492 103 25 425 127 129 1,104 35 2,9760 0 0 5 Attachment 15

Page 164 of 557 ends

WOLFE RD WOLFE RDKIFER RDKIFER RD
(303) 216-2439
www.alltrafficdata.net
Location: 46 WOLFE RD & KIFER RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
527 1,983
336
497
2,271407
201
448

0.88 N
S
EW

0.93 0.84

0.81 0.82
(2,975)(951)
(622)
(754)
(786)
(324)
(3,386)(768)
90 21
80 51
244
41 30
142
29 0
0 336114
1,882
275
0 KIFER RD

KIFER RD

WOLFE RD

WOLFE RD
3 0
1 4
N
S
EW
00 10
0 3
2 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 1 12 127 4 7 550 2 16 0 14 42 351 0 0 0 01,9483 17 24 27 7:15 AM 0 14 187 2 8 760 3 11 0 9 39 408 0 0 0 02,2805 8 30 16 7:30 AM 0 26 253 2 8 700 3 25 0 8 49 530 2 0 0 02,6547 19 38 22 7:45 AM 0 8 343 1 8 910 9 30 0 13 56 659 0 0 3 03,0729 12 52 27 8:00 AM 0 22 345 6 21 960 3 21 0 12 68 683 0 0 0 03,3356 10 55 18 8:15 AM 0 25 411 8 21 780 10 37 0 13 74 782 2 0 0 110 18 55 22 8:30 AM 0 29 596 3 14 840 8 37 0 6 46 948 1 0 1 08 10 79 28 8:45 AM 0 38 530 4 24 780 8 47 0 10 56 922 1 0 0 26 13 86 22 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 1 0 01 1 0 0 0 0 40 0 0 1
Lights 113 1,873 274 76 329 8924 139 28 39 237 49 3,2900 0 0 20 Mediums 1 9 1 3 7 14 2 2 2 7 2 410 0 0 0
Total 29 142 30 41 244 51 114 1,882 275 80 336 90 3,3350 0 0 21 Attachment 15

Page 165 of 557 ends

WOLFE RD WOLFE RDKIFER RDKIFER RD
(303) 216-2439
www.alltrafficdata.net
Location: 46 WOLFE RD & KIFER RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
2,556 630
660
470
5102,813
584
397

0.99 N
S
EW

0.95 0.91

0.92 0.88
(1,189)(4,377)
(1,066)
(999)
(662)
(1,064)
(1,002)(4,659)
49 26
114
139
301
220
223
298
63 0
0 2,36747
402
58 3

KIFER RD

WOLFE RD

WOLFE RD
6 0
8 0
N
S
EW
00 53
2 4
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 11 107 9 36 3000 19 81 0 28 54 725 1 1 0 13,19930 14 20 16 4:15 PM 1 13 105 7 45 3280 13 63 0 36 32 732 0 0 0 03,50930 31 15 13 4:30 PM 0 2 83 4 51 3860 21 80 0 46 39 804 1 0 0 03,86933 27 13 19 4:45 PM 0 10 96 4 36 5570 4 73 0 38 46 938 2 0 0 04,15733 15 16 10 5:00 PM 1 14 106 6 34 5460 11 75 0 63 85 1,035 0 0 3 34,31041 34 10 9 5:15 PM 1 7 87 5 25 6270 14 90 0 52 59 1,092 0 0 1 149 42 17 17 5:30 PM 1 17 112 9 20 6020 19 68 0 43 73 1,092 0 0 2 279 35 9 5 5:45 PM 0 9 97 6 35 5920 19 65 0 62 84 1,091 0 0 0 054 28 22 18 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 1 0 0 0 0 10 0 0 0
Lights 47 400 58 110 2,364 4961 296 223 219 301 137 4,2940 0 3 26 Mediums 0 2 0 4 3 02 1 0 1 0 2 150 0 0 0
Total 63 298 223 220 301 139 47 402 58 114 2,367 49 4,3100 0 3 26 Attachment 15

Page 166 of 557 ends

WOLFE RD WOLFE RDREED AVEREED AVE
(303) 216-2439
www.alltrafficdata.net
Location: 47 WOLFE RD & REED AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
505 1,721
519
320
1,655568
395
465

0.90 N
S
EW

0.85 0.85

0.80 0.86
(2,594)(881)
(937)
(520)
(784)
(620)
(2,507)(1,047)
80 0
27 90
329
100
43 232
120
0 0
39856
1,511
61 27

REED AVE

WOLFE RD

WOLFE RD
9 1
8 6
N
S
EW
01 35
4 5
4 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 1 5 91 0 4 620 19 29 0 24 35 316 0 0 0 01,8718 14 11 13 7:15 AM 2 6 139 0 0 820 10 35 0 34 47 412 0 0 0 12,2317 14 26 10 7:30 AM 4 5 221 0 4 940 9 27 0 25 71 512 2 0 1 12,53414 20 12 6 7:45 AM 7 7 299 0 2 770 20 34 0 25 92 631 0 0 0 22,88013 17 16 22 8:00 AM 6 16 273 0 9 1140 30 52 0 22 86 676 2 1 0 53,07412 18 12 26 8:15 AM 6 13 326 0 8 760 33 71 0 24 86 715 1 0 2 111 18 17 26 8:30 AM 9 9 428 0 5 980 33 68 0 27 97 858 2 0 2 18 37 22 17 8:45 AM 6 18 484 0 5 1100 24 41 0 27 60 825 1 0 1 212 17 10 11 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 51 1,497 60 25 385 77118 230 39 98 326 88 3,0210 0 27 0 Mediums 5 14 1 2 13 32 2 4 2 3 2 530 0 0 0
Total 120 232 43 100 329 90 56 1,511 61 27 398 80 3,0740 0 27 0 Attachment 15

Page 167 of 557 ends

WOLFE RD WOLFE RDREED AVEREED AVE
(303) 216-2439
www.alltrafficdata.net
Location: 47 WOLFE RD & REED AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
2,117 484
357
806
5861,944
639
465

0.97 N
S
EW

0.90 0.89

0.93 0.84
(973)(3,646)
(667)
(1,391)
(828)
(1,107)
(1,139)(3,367)
192
0 191
38 217
102
65 498
76 0
0 1,73456
370
117
43 REED AVE

REED AVE

WOLFE RD

WOLFE RD
4 0
5 5
N
S
EW
00 23
2 2
5 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 6 10 93 0 27 2330 15 81 0 22 53 610 1 3 8 02,86012 7 26 25 4:15 PM 6 14 102 0 28 2960 23 80 0 20 33 686 0 6 2 23,15310 17 21 36 4:30 PM 4 11 84 0 29 3380 21 76 0 19 44 703 0 0 1 03,41610 8 25 34 4:45 PM 6 15 99 3 49 4040 10 112 0 19 61 861 1 1 3 33,66018 7 31 27 5:00 PM 9 13 87 0 60 4340 23 115 0 26 52 903 0 0 0 03,69915 10 28 31 5:15 PM 10 13 85 0 47 4870 22 105 0 25 47 949 0 0 2 014 8 32 54 5:30 PM 9 18 99 0 47 4160 15 156 0 21 57 947 0 0 1 319 11 31 48 5:45 PM 15 12 99 0 37 3970 16 122 0 30 61 900 1 0 2 117 9 26 59 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 54 367 117 189 1,725 19275 495 62 101 217 36 3,6730 0 43 0 Mediums 2 3 0 2 9 01 3 3 1 0 2 260 0 0 0
Total 76 498 65 102 217 38 56 370 117 191 1,734 192 3,6990 0 43 0 Attachment 15

Page 168 of 557 ends

WOLFE RD WOLFE RDFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 30 WOLFE RD & FREMONT AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
1,158 1,664
279
253
1,231773
715
693

0.94 N
S
EW

0.93 0.66

0.91 0.95
(2,521)(2,215)
(381)
(447)
(1,308)
(1,193)
(1,926)(1,439)
519
0 22
199
73 7
149
202
363
0 1
617100
1,102
29 0

FREMONT AVE

WOLFE RD

WOLFE RD
5 4
8 15
N
S
EW
31 62
2 3
7 8
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 12 82 0 2 930 30 27 0 1 7 397 1 0 3 02,33215 7 2 119 7:15 AM 0 21 98 0 4 1450 67 37 0 2 11 544 0 2 1 12,71635 8 3 113 7:30 AM 0 36 174 0 20 1540 61 33 0 1 10 648 2 0 1 22,98638 16 2 103 7:45 AM 0 29 228 0 21 1440 64 35 0 2 15 743 2 0 1 03,23936 22 8 139 8:00 AM 0 22 251 0 4 1440 68 67 0 2 15 781 4 0 4 13,38351 18 6 133 8:15 AM 0 29 269 0 6 1470 102 41 0 1 16 814 4 0 2 338 31 5 129 8:30 AM 0 25 308 0 7 1631 97 55 0 0 18 901 3 0 1 135 72 7 113 8:45 AM 0 24 274 0 5 1630 96 39 0 4 24 887 0 4 1 025 78 11 144 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 2 0 0 1 00 1 0 0 0 0 40 0 0 0
Lights 98 1,088 29 22 591 511361 198 148 7 72 199 3,3251 0 0 0 Mediums 2 12 0 0 25 82 3 1 0 1 0 540 0 0 0
Total 363 202 149 7 73 199 100 1,102 29 22 617 519 3,3831 0 0 0 Attachment 15

Page 169 of 557 ends

WOLFE RD WOLFE RDFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 30 WOLFE RD & FREMONT AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
1,931 1,077
90 526
8531,779
1,195
687

0.96 N
S
EW

0.96 0.70

0.86 0.96
(1,900)(3,534)
(149)
(1,003)
(1,228)
(2,133)
(1,528)(3,213)
512
2 54
44 33
13 403
434
358
0 0
1,363142
673
38 0

FREMONT AVE

WOLFE RD

WOLFE RD
7 6
17 5
N
S
EW
24 98
3 4
2 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 24 94 0 17 2470 68 86 0 2 4 744 1 7 7 13,27558 8 26 110 4:15 PM 0 26 134 0 13 2530 76 87 0 1 5 770 1 2 2 03,50269 7 16 83 4:30 PM 0 27 126 0 13 2960 80 87 0 0 7 841 1 3 1 03,75167 5 16 117 4:45 PM 0 34 140 0 4 3571 78 100 0 3 10 920 1 1 1 13,97181 7 12 93 5:00 PM 0 31 124 0 16 3660 78 118 0 1 7 971 0 0 5 04,06991 9 7 123 5:15 PM 0 33 164 1 8 3560 106 104 0 5 7 1,019 0 2 0 3101 6 10 118 5:30 PM 0 42 192 1 13 3260 95 103 0 2 8 1,061 3 1 2 2112 13 13 141 5:45 PM 0 36 193 0 17 3150 79 109 0 5 11 1,018 0 3 5 299 16 8 130 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 01 0 0 0 0 0 10 0 0 0
Lights 142 665 38 54 1,355 506353 432 402 13 33 44 4,0390 0 0 2 Mediums 0 8 0 0 8 64 2 1 0 0 0 290 0 0 0
Total 358 434 403 13 33 44 142 673 38 54 1,363 512 4,0690 0 0 2 Attachment 15

Page 170 of 557 ends

WOLFE RD WOLFE RDHOMESTEAD AVEHOMESTEAD AVE
(303) 216-2439
www.alltrafficdata.net
Location: 31 WOLFE RD & HOMESTEAD AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
826 1,123
1,301
890
1,5441,196
724
1,186

0.94 N
S
EW

0.96 0.93

0.88 0.91
(1,733)(1,515)
(2,408)
(1,490)
(2,082)
(1,218)
(2,438)(2,274)
83 0
105
70 884
347
191
373
160
0 0
638219
893
412
20 HOMESTEAD AVE

HOMESTEAD AVE

WOLFE RD

WOLFE RD
6 0
5 8
N
S
EW
00 14
4 2
6 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 5 30 65 0 9 1120 6 35 0 70 129 539 0 1 1 03,18427 5 43 3 7:15 AM 5 23 92 0 14 1380 20 64 0 88 170 735 2 1 4 03,66836 12 62 11 7:30 AM 8 39 142 0 22 1650 17 72 0 84 195 886 0 1 0 04,01940 16 78 8 7:45 AM 5 36 184 0 19 1700 33 105 0 86 234 1,024 3 3 2 24,30239 18 77 18 8:00 AM 3 51 166 0 15 1860 34 97 0 88 208 1,023 2 0 4 04,39550 4 99 22 8:15 AM 10 48 215 0 41 1490 42 95 0 77 226 1,086 1 0 0 048 14 103 18 8:30 AM 1 59 243 0 29 1670 47 99 0 80 232 1,169 1 0 0 260 23 106 23 8:45 AM 6 61 269 0 20 1360 37 82 0 102 218 1,117 3 0 1 233 29 104 20 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 1 0 2 01 0 0 1 0 0 50 0 0 0
Lights 214 868 399 103 621 79152 369 181 334 867 64 4,2710 0 20 0 Mediums 5 25 12 2 15 47 4 10 12 17 6 1190 0 0 0
Total 160 373 191 347 884 70 219 893 412 105 638 83 4,3950 0 20 0 Attachment 15

Page 171 of 557 ends

WOLFE RD WOLFE RDHOMESTEAD AVEHOMESTEAD AVE
(303) 216-2439
www.alltrafficdata.net
Location: 31 WOLFE RD & HOMESTEAD AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
1,189 787
1,087
1,213
1,1141,798
1,244
836

0.95 N
S
EW

0.97 0.93

0.85 0.96
(1,407)(2,268)
(2,086)
(2,518)
(1,541)
(2,498)
(1,923)(3,309)
84 1
136
71 561
455
330
803
109
0 2
968189
606
274
45 HOMESTEAD AVE

HOMESTEAD AVE

WOLFE RD

WOLFE RD
0 0
16 11
N
S
EW
00 511
0 0
3 8
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 4 21 94 0 26 1870 16 248 0 92 128 960 1 4 0 14,14153 22 45 24 4:15 PM 6 28 131 0 36 2380 23 242 0 91 116 1,061 0 5 5 14,27252 24 58 16 4:30 PM 16 31 96 0 32 1810 25 246 0 102 158 1,046 4 2 3 14,36254 29 55 21 4:45 PM 11 33 111 0 43 2660 23 205 0 91 120 1,074 3 1 5 34,48567 26 69 9 5:00 PM 13 35 128 0 30 2650 24 215 0 100 128 1,091 0 0 1 04,63462 12 59 20 5:15 PM 9 48 150 0 32 2460 29 197 0 120 151 1,151 4 0 4 071 19 66 13 5:30 PM 10 53 158 0 28 2521 31 186 0 111 138 1,169 1 0 4 0101 16 59 25 5:45 PM 13 53 170 1 46 2051 25 205 0 124 144 1,223 3 0 6 096 24 90 26 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 3 00 0 0 0 0 0 40 0 1 0
Lights 186 604 250 134 958 84109 790 327 454 560 71 4,5742 0 44 1 Mediums 3 2 24 2 7 00 13 3 1 1 0 560 0 0 0
Total 109 803 330 455 561 71 189 606 274 136 968 84 4,6342 0 45 1 Attachment 15

Page 172 of 557 ends

TANTAU AVE QUIAL AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 57 TANTAU AVE & HOMESTEAD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
166 109
1,311
822
326405
892
1,359

0.95 N
S
EW

0.78 0.95

0.78 0.89
(191)(293)
(2,377)
(1,417)
(2,422)
(1,520)
(493)(653)
61 0
57 29
1,138
144
213
666
13 0
0 48160
67 99
0 HOMESTEAD RD

HOMESTEAD RD

TANTAU AVE

QUIAL AVE
5 4
1 10
N
S
EW
31 10
4 1
10 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 14 6 0 4 30 0 57 0 16 167 309 2 0 1 11,98818 8 8 8 7:15 AM 0 15 4 0 12 30 1 109 0 14 226 447 1 0 3 02,28134 10 12 7 7:30 AM 0 17 16 0 26 100 1 143 0 22 284 606 0 1 0 02,54244 20 13 10 7:45 AM 0 34 10 0 28 40 2 165 0 26 269 626 0 2 0 02,61354 4 18 12 8:00 AM 0 37 17 0 7 120 5 160 0 26 263 602 2 1 0 02,69537 6 17 15 8:15 AM 0 23 14 0 24 100 2 201 0 34 296 708 2 0 0 048 6 26 24 8:30 AM 0 41 16 0 16 130 2 151 0 42 285 677 0 3 1 161 8 31 11 8:45 AM 0 59 20 0 10 130 4 154 0 42 294 708 0 0 0 367 9 25 11 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 1 0 1 0 0 00 0 0 1 0 0 30 0 0 0
Lights 153 67 91 57 48 6112 658 206 139 1,116 29 2,6370 0 0 0 Mediums 6 0 7 0 0 01 8 7 4 22 0 550 0 0 0
Total 13 666 213 144 1,138 29 160 67 99 57 48 61 2,6950 0 0 0 Attachment 15

Page 173 of 557 ends

TANTAU AVE QUIAL AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 57 TANTAU AVE & HOMESTEAD RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
346 124
848
1,137
485489
1,184
1,113

0.95 N
S
EW

0.80 0.88

0.81 0.96
(221)(486)
(1,647)
(2,371)
(2,117)
(2,448)
(941)(813)
98 0
62 28
732
88 215
935
34 0
0 186283
62 140
0 HOMESTEAD RD

HOMESTEAD RD

TANTAU AVE

QUIAL AVE
0 1
13 5
N
S
EW
10 211
0 0
5 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 63 10 0 12 120 4 251 0 11 159 650 0 1 3 12,65964 4 49 11 4:15 PM 0 55 9 0 19 110 10 264 0 13 163 646 0 1 4 02,68654 7 34 7 4:30 PM 0 91 6 0 17 130 7 256 0 14 196 695 2 0 0 02,79042 11 37 5 4:45 PM 0 53 15 0 13 120 5 248 0 19 193 668 0 0 0 02,80559 9 34 8 5:00 PM 0 86 18 0 17 260 11 231 0 18 141 677 1 0 0 02,86357 8 54 10 5:15 PM 0 75 12 0 16 450 7 229 0 29 205 750 0 1 7 062 7 31 32 5:30 PM 0 60 12 0 19 570 9 227 0 19 193 710 0 0 5 050 3 29 32 5:45 PM 0 62 20 0 10 580 7 248 0 22 193 726 1 0 1 046 10 26 24 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 282 62 133 62 186 9734 901 214 87 731 28 2,8170 0 0 0 Mediums 1 0 7 0 0 10 34 1 1 1 0 460 0 0 0
Total 34 935 215 88 732 28 283 62 140 62 186 98 2,8630 0 0 0 Attachment 15

Page 174 of 557 ends

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
3 4
6 5
3 3
2 4
30 12
20 1 2 0 2 8
18 6
Peak Hour 10 4 68 86 168 0 1
1 1 3 5 0 6Count Total 19 11 114 177 321 0
1 1 20 0 0 1 1 08:45 AM 3 3 19 29 54
0 1 0 0 2 0
0 8:30 AM 0 1 21 19 41 0 1 0
0 0 0 0 0 3
2 0
8:15 AM 4 0 14 20 38 0 0
0 0 0 0 0 1
1 3 1
8:00 AM 3 0 14 18 35 0
0 0 0 1 1 0
1 3 2
0 7:30 AM 3 2 10 23 38 0 0 0
1 0 1 0 1 3
24 40 0
EB WB NB SB Total East
7:45 AM 3 2 11 22 38
0 0 0
0% 0% 3%HV% - 2% 0% 1% -
1 1
7:15 AM 2 1 12 22 37 0 0
0 0 1 1 0 1
West North South
7:00 AM 1 2 13
1 185 2,636 26 5 260 1,722196 0 79 183 249 14
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
4% 0% 3% 3% 3% 3%1% 0% 1%
Peak
Hour
All 0 420 110
399 21 298 4,922 62 9
0 9 59 18 168 00 3 0 0 67 1
585 6,670 0
HV 0 9 0 1 0
Count Total 0 636 166 316 1 110 278 456 3,161 992 11,827 0 1,620 6,670602 8 0 68 487 1110 29 30 66 4 42
54 449 146 1,763 6,634
8:45 AM 0 104 32 37
72 2 40 737 9 3
1,616 6,214
8:30 AM 0 105 26 52 0 19 49
641 3 0 68 368 1610 16 56 52 3 45
70 418 167 1,671 5,853
8:15 AM 0 124 34 45
59 5 58 656 6 2
1,584 5,157
8:00 AM 0 87 18 62 0 15 48
703 5 0 51 406 1490 10 41 38 1 42
41 399 84 1,343 0
7:45 AM 0 79 17 42
43 1 16 594 16 1
1,255 0
7:30 AM 0 64 13 36 0 5 30
544 10 2 44 372 920 12 13 40 3 28
60 262 82 975 0
7:15 AM 0 49 14 32
29 2 27 445 5 17:00 AM 0 24 12 10 1 4 11

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
E Duane Ave Oakmead Pkwy Lawrence Expy Lawrence Expy 15-min Total

UT LT TH RT
Date: 05-23-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 3.3% 0.97
TOTAL 2.5% 0.95
TH RT
WB 0.8% 0.91
NB 2.4% 0.91
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 1.4% 0.89
0 0
0 0
1 0
0 0
0 1
0 0
8 2
2 0
N
Lawrence Expy
E Duane Ave
Oakmead PkwyLawrence Expy
E Duane Ave
Lawrence Expy
6,670TEV:

0.95PHF: 585
1,722
260
2,572
3,310
5 249
183
79 511
396
0 26
2,636
185
2,861
2,011
14 196
110
420
726
953
0 Project Manager: (415) 310-6469 [email protected] Attachment 15

Page 175 of 557 ends

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 1 0
0 0 0
0 0 1
0 0 0
000 0 0 1
000 0 0 1
0000
0 0
0 00
0 THLT
01000000
0 00
0 0
0 0 0
0 0 0
0 THLT
20 0 1 00 0
5 000 1 0
0 0
0 1
Peak Hour
0 3Count Total
0 2100 00 0 0 0
1 2
8:45 AM
0 0 0 0
1 8:30 AM
00 0 0 00 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
3 8:00 AM
100 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
10 0 0 00 17:15 AM 0
0 0
0 0 0
1 07:00 AM
RT
168 0
Interval
Start
E Duane Ave Oakmead Pkwy Lawrence Expy Lawrence Expy
15-min
Total
Rolling
One Hour
67 1 0 9 59 180 1 0 3 0 0

RTTHLT RTTHLTRT
12 134 31 321 0
Peak Hour 0 9 0 1
8 1 0 112 1 0Count Total 0 16 2 1 0 2 1
54 16818 1 0 2 22 50 1 0 2 0 0
2 15 2 41 152
8:45 AM 0 3 0 0
1 0 0 21 0 0
38 149
8:30 AM 0 0 0 0 0 0 0
14 0 0 4 11 50 0 0 0 0 0
1 11 6 35 148
8:15 AM 0 4 0 0
0 0 0 14 0 0
38 153
8:00 AM 0 2 0 1 0 0 0
11 0 0 1 18 30 0 0 2 0 0
1 17 5 38 0
7:45 AM 0 3 0 0
1 0 0 10 0 0
37 0
7:30 AM 0 1 2 0 0 1 0
11 0 0 1 19 20 0 0 1 1 0
0 21 3 40 0
7:15 AM 0 2 0 0
1 0 0 13 0 0
TH RT
7:00 AM 0 1 0 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
E Duane Ave Oakmead Pkwy Lawrence Expy Lawrence Expy
15-min
Total
Rolling
One HourEastbound Westbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 [email protected] Attachment 15

Page 176 of 557 ends

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
9 7
13 3
4 12
12 15
75 43
180 1 4 0 10 15
29 30
Peak Hour 9 3 22 37 71 1 2
3 0 1 5 0 16Count Total 20 8 44 75 147 1
2 2 110 1 0 0 1 05:45 PM 1 1 3 6 11
0 0 0 2 5 5
1 5:30 PM 2 0 5 9 16 0 0 0
0 0 1 0 5 6
2 1
5:15 PM 3 1 7 12 23 0 1
0 0 1 2 0 1
0 2 1
5:00 PM 3 1 7 10 21 1
0 1 0 0 1 0
3 1 9
0 4:30 PM 5 2 4 10 21 0 0 0
0 0 0 0 3 4
7 21 0
EB WB NB SB Total East
4:45 PM 1 0 5 7 13
0 0 0
0% 0% 2%HV% - 2% 0% 0% -
7 2
4:15 PM 2 1 4 14 21 0 0
0 0 0 0 0 0
West North South
4:00 PM 3 2 9
0 197 1,394 52 22 439 2,503167 0 43 132 301 11
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 1% 1% 2% 1%0% 0% 1%
Peak
Hour
All 0 509 229
523 26 369 2,677 89 30
0 3 23 11 71 00 3 0 0 22 0
614 6,613 0
HV 0 8 1 0 0
Count Total 0 879 389 348 1 94 192 728 5,346 1,004 12,695 0 1,614 6,613359 13 6 131 543 1890 9 41 70 1 51
124 626 178 1,685 6,531
5:45 PM 0 116 55 30
64 0 52 376 14 11
1,706 6,451
5:30 PM 0 111 46 44 0 11 28
357 19 5 94 705 1160 15 32 76 2 46
90 629 131 1,608 6,245
5:15 PM 0 134 60 45
91 8 48 302 6 0
1,532 6,082
5:00 PM 0 148 68 48 0 8 31
344 13 1 69 668 1050 13 23 43 7 51
65 758 111 1,605 0
4:45 PM 0 107 45 43
58 4 38 355 10 4
1,500 0
4:30 PM 0 91 39 45 0 17 10
312 5 1 75 716 951 9 14 54 1 40
80 701 79 1,445 0
4:15 PM 0 90 40 47
67 3 43 272 9 24:00 PM 0 82 36 46 0 12 13

UT LT TH RT UT LT
Rolling
One HourEastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
E Duane Ave Oakmead Pkwy Lawrence Expy Lawrence Expy 15-min Total

UT LT TH RT
Date: 05-23-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.0% 0.95
TOTAL 1.1% 0.97
TH RT
WB 0.6% 0.92
NB 1.3% 0.94
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 1.0% 0.86
0 1
0 0
1 0
0 0
0 0
2 0
15 18
10 0
N
Lawrence Expy
E Duane Ave
Oakmead PkwyLawrence Expy
E Duane Ave
Lawrence Expy
6,613TEV:

0.97PHF: 614
2,503
439
3,578
2,226
22 301
132
43 476
720
0 52
1,394
197
1,654
2,724
11 167
229
509
905
943
0 Project Manager: (415) 310-6469 [email protected] Attachment 15

Page 177 of 557 ends

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 1 0
0 0 0
0 1 0
010 0 2 0
010 0 2 1
0000
0 0
0 00
0 THLT
00000000
0 10
0 0
0 0 0
0 0 0
0 THLT
40 0 1 00 0
5 000 0 0
0 0
0 0
Peak Hour
0 1Count Total
0 4100 00 0 0 0
0 4
5:45 PM
0 0 0 0
4 5:30 PM
10 0 0 00 0
2 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 1 0
1 5:00 PM
100 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
00 0 0 00 04:15 PM 0
0 0
0 0 1
0 04:00 PM
RT
71 0
Interval
Start
E Duane Ave Oakmead Pkwy Lawrence Expy Lawrence Expy
15-min
Total
Rolling
One Hour
22 0 0 3 23 110 0 0 3 0 0

RTTHLT RTTHLTRT
8 48 19 147 0
Peak Hour 0 8 1 0
8 0 2 42 0 0Count Total 0 19 1 0 0 0 0
11 713 0 0 0 3 30 0 0 1 0 0
2 5 2 16 73
5:45 PM 0 1 0 0
0 0 0 5 0 0
23 78
5:30 PM 0 1 1 0 0 0 0
7 0 0 1 6 50 0 0 1 0 0
0 9 1 21 76
5:15 PM 0 3 0 0
1 0 0 7 0 0
13 76
5:00 PM 0 3 0 0 0 0 0
3 0 0 0 5 20 0 0 0 0 2
1 6 3 21 0
4:45 PM 0 1 0 0
2 0 0 4 0 0
21 0
4:30 PM 0 5 0 0 0 0 0
4 0 0 2 10 20 0 0 1 0 0
2 4 1 21 0
4:15 PM 0 2 0 0
2 0 0 9 0 0
TH RT
4:00 PM 0 3 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

Page 178 of 557 ends

Lawrence/Arques
LT TH RT LT TH RT LT TH RT LT TH RT Total
7:00 9 302 78 16 37 10 29 419 17 20 16 27 980 4/4/2017
7:15 23 375 55 17 42 22 56 515 34 20 12 19 1190
7:30 21 347 44 38 52 21 54 649 52 42 26 24 1370
7:45 28 347 75 28 98 30 55 727 68 34 29 38 1557
8:00 24 371 74 35 86 11 94 746 88 31 31 41 1632
8:15 22 328 75 25 85 17 86 709 95 34 45 40 1561
8:30 17 318 90 32 77 15 92 796 64 36 35 38 1610
8:45 34 277 84 33 84 16 82 756 54 36 44 34 1534
7:00-8:00 81 1371 252 99 229 83 194 2310 171 116 83 108 5097 7:15-8:15 96 1440 248 118 278 84 259 2637 242 127 98 122 5749 7:30-8:30 95 1393 268 126 321 79 289 2831 303 141 131 143 6120 7:45-8:45 91 1364 314 120 346 73 327 2978 315 135 140 157 6360 8:00-9:00 97 1294 323 125 332 59 354 3007 301 137 155 153 6337 Lawrence SB Arques WB Lawrence NB Arques EB
Attachment 15

Page 179 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYKIFER RDKIFER RD
(303) 216-2439
www.alltrafficdata.net
Location: 1 LAWRENCE EXPY & KIFER RD AM
Wednesday, March 7, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
1,760 4,229
653
691
4,4891,320
372
1,034

0.95 N
S
EW

0.94 0.92

0.91 0.89
(7,560)(3,428)
(1,141)
(1,253)
(1,857)
(638)
(8,139)(2,676)
450
0 176
238
345
70 116
141
114
0 1
1,134238
3,877
374
0 KIFER RD

KIFER RD

LAWRENCE EXPY

LAWRENCE EXPY
1 10
3 15
N
S
EW
82 21
1 0
2 13
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 44 531 1 34 2780 10 14 0 11 43 1,198 1 0 0 06,07238 32 80 82 7:15 AM 0 51 661 2 35 2760 16 12 0 16 54 1,350 0 2 0 06,62134 33 82 78 7:30 AM 0 44 937 2 33 2840 26 17 0 18 85 1,716 3 1 0 07,05923 47 108 92 7:45 AM 0 61 962 1 30 3340 22 28 0 18 83 1,808 0 0 0 07,16726 48 89 106 8:00 AM 0 69 879 0 56 3191 21 29 0 24 77 1,747 5 5 0 07,27429 46 91 106 8:15 AM 0 52 975 0 43 2750 33 39 0 19 86 1,788 3 3 0 133 60 77 96 8:30 AM 0 51 946 0 33 2920 28 36 0 21 88 1,824 0 1 0 026 68 112 123 8:45 AM 0 66 1,077 0 44 2480 32 37 0 6 94 1,915 4 1 2 028 64 94 125 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 5 1 0 5 03 0 0 0 0 1 150 0 0 0
Lights 237 3,851 371 175 1,095 438107 137 112 60 338 230 7,1521 0 0 0 Mediums 1 21 2 1 34 124 4 4 10 7 7 1070 0 0 0
Total 114 141 116 70 345 238 238 3,877 374 176 1,134 450 7,2741 0 0 0 Attachment 15

Page 180 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYKIFER RDKIFER RD
(303) 216-2439
www.alltrafficdata.net
Location: 1 LAWRENCE EXPY & KIFER RD PM
Wednesday, March 7, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:15 PM - 05:15 PM
Peak 15-Minutes: 04:30 PM - 04:45 PM
3,922 1,698
757
1,168
1,6454,456
1,333
335

0.97 N
S
EW

0.93 0.94

0.95 0.91
(3,421)(7,684)
(1,561)
(2,332)
(695)
(2,599)
(3,314)(8,710)
94 14
317
277
179
301
652
503
178
0 0
3,49762
1,229
348
6 KIFER RD

KIFER RD

LAWRENCE EXPY

LAWRENCE EXPY
2 8
5 9
N
S
EW
53 32
2 0
6 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 2 16 289 0 69 7820 37 162 0 67 38 1,848 3 1 2 07,572185 74 97 30 4:15 PM 2 7 356 2 94 8450 37 114 0 63 40 1,917 1 1 0 07,657156 75 99 27 4:30 PM 1 13 300 5 87 9350 48 130 0 74 28 1,968 1 0 2 17,650161 68 90 28 4:45 PM 2 20 272 3 68 8380 45 147 0 77 48 1,839 3 1 1 17,542175 57 66 21 5:00 PM 1 22 301 4 68 8790 48 112 0 87 63 1,933 1 2 0 07,586160 77 93 18 5:15 PM 0 10 344 4 60 8790 38 117 0 66 66 1,910 5 1 2 0139 80 87 20 5:30 PM 1 11 297 2 74 8570 38 110 0 71 48 1,860 4 4 0 0133 82 102 34 5:45 PM 0 15 303 6 60 8680 47 131 0 75 55 1,883 3 2 2 0129 82 95 17 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 3 0 0 3 01 1 0 0 0 1 90 0 0 0
Lights 62 1,214 339 315 3,475 86175 499 651 301 175 273 7,5850 0 6 14 Mediums 0 12 9 2 19 82 3 1 0 4 3 630 0 0 0
Total 178 503 652 301 179 277 62 1,229 348 317 3,497 94 7,6570 0 6 14 Attachment 15

Page 181 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYMONROE STREED AVE
(303) 216-2439
www.alltrafficdata.net
Location: 2 LAWRENCE EXPY & MONROE ST AM
Wednesday, March 7, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
1,370 4,789
1,046
369
4,0821,532
799
607

0.97 N
S
EW

0.92 0.87

0.91 0.92
(8,441)(2,699)
(2,113)
(897)
(1,229)
(1,545)
(7,200)(2,990)
199
1 89
501
310
235
215
176
408
0 0
1,08198
3,879
104
1 REED AVE

MONROE ST

LAWRENCE EXPY

LAWRENCE EXPY
0 4
9 1
N
S
EW
31 63
0 0
0 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 1 28 510 1 47 1750 52 76 0 33 54 1,202 1 0 7 06,26039 106 39 41 7:15 AM 0 21 612 0 32 2660 88 99 0 69 110 1,571 0 4 4 06,93627 143 66 38 7:30 AM 0 43 854 0 26 3290 85 34 0 83 82 1,755 0 1 1 07,19344 116 22 37 7:45 AM 1 48 847 0 28 2790 112 33 0 55 90 1,732 1 0 3 07,14057 126 26 30 8:00 AM 1 31 988 0 25 3020 111 44 0 53 82 1,878 0 0 1 07,29765 106 26 44 8:15 AM 0 28 987 0 34 2490 78 42 0 57 78 1,828 0 1 2 062 129 33 51 8:30 AM 0 19 829 1 14 2590 130 50 0 67 71 1,702 0 3 2 044 152 19 47 8:45 AM 0 20 1,075 0 16 2710 89 40 0 58 79 1,889 1 0 1 044 114 26 57 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 2 2 0 0 4 52 0 2 0 0 2 190 0 0 0
Lights 95 3,860 100 89 1,039 190401 173 210 231 304 496 7,1900 0 1 1 Mediums 1 17 4 0 38 45 3 3 4 6 3 880 0 0 0
Total 408 176 215 235 310 501 98 3,879 104 89 1,081 199 7,2970 0 1 1 Attachment 15

Page 182 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYCABRILLO AVEPOINCIANA DR
(303) 216-2439
www.alltrafficdata.net
Location: 3 LAWRENCE EXPY & CABRILLO AVE AM
Wednesday, March 7, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
1,503 4,041
343
203
3,8811,684
363
162

0.95 N
S
EW

0.90 0.79

0.96 0.90
(7,058)(2,758)
(673)
(439)
(330)
(672)
(6,759)(3,035)
50 5
32 154
65 124
141
91 131
0 0
1,41647
3,751
80 3

POINCIANA DR

CABRILLO AVE

LAWRENCE EXPY

LAWRENCE EXPY
1 0
7 0
N
S
EW
00 61
1 0
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 2 528 0 5 2060 36 14 0 24 10 894 0 0 0 04,77217 24 23 5 7:15 AM 1 3 671 0 14 3070 30 25 0 45 20 1,216 0 0 0 05,47721 22 37 20 7:30 AM 1 11 751 1 18 3120 48 16 0 49 27 1,318 0 0 0 05,80215 37 12 20 7:45 AM 3 7 802 0 22 3010 42 24 0 28 19 1,344 0 0 4 05,96021 25 26 24 8:00 AM 0 14 975 4 11 3880 33 12 0 30 23 1,599 0 0 2 06,09038 33 21 17 8:15 AM 0 14 971 0 9 3290 40 26 0 33 13 1,541 0 0 3 035 38 23 10 8:30 AM 1 11 892 0 7 3690 27 21 0 34 10 1,476 0 0 0 030 45 15 14 8:45 AM 2 8 913 1 5 3300 31 32 0 27 19 1,474 0 0 1 138 38 21 9 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 4 0 0 8 00 0 0 0 0 0 120 0 0 0
Lights 47 3,726 77 31 1,373 46129 87 141 122 65 154 6,0060 0 3 5 Mediums 0 21 3 1 35 42 4 0 2 0 0 720 0 0 0
Total 131 91 141 124 65 154 47 3,751 80 32 1,416 50 6,0900 0 3 5 Attachment 15

Page 183 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYCABRILLO AVEPOINCIANA DR
(303) 216-2439
www.alltrafficdata.net
Location: 3 LAWRENCE EXPY & CABRILLO AVE PM
Wednesday, March 7, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
4,312 1,710
187
361
1,8474,186
214
303

0.97 N
S
EW

0.96 0.80

0.95 0.84
(3,298)(8,466)
(352)
(687)
(568)
(422)
(3,552)(8,239)
152
4 112
45 73
69 73
66 75
0 0
4,04478
1,586
183
0 POINCIANA DR

CABRILLO AVE

LAWRENCE EXPY

LAWRENCE EXPY
5 1
8 0
N
S
EW
10 17
3 2
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 4 21 378 2 25 9540 25 9 0 13 8 1,526 0 2 2 06,23214 7 33 33 4:15 PM 3 23 396 1 24 9440 24 11 0 16 10 1,556 0 0 0 06,31113 17 42 32 4:30 PM 4 17 323 2 31 9520 17 18 0 21 21 1,527 0 0 2 06,34332 9 47 33 4:45 PM 0 20 356 3 35 1,0500 16 13 0 17 14 1,623 1 0 0 06,48516 12 38 33 5:00 PM 0 19 384 1 29 1,0120 20 15 0 15 13 1,605 0 0 2 16,56018 7 45 27 5:15 PM 0 25 379 2 28 9520 18 19 0 20 26 1,588 0 0 2 023 13 45 38 5:30 PM 0 16 397 1 28 1,0320 24 19 0 22 20 1,669 0 0 0 017 10 49 34 5:45 PM 0 18 426 0 27 1,0480 13 13 0 12 14 1,698 0 0 3 215 15 44 53 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 76 1,568 182 109 4,030 15174 66 73 69 73 45 6,5200 0 0 4 Mediums 2 18 1 3 14 11 0 0 0 0 0 400 0 0 0
Total 75 66 73 69 73 45 78 1,586 183 112 4,044 152 6,5600 0 0 4 Attachment 15

Page 184 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYBENTON STBENTON ST
(303) 216-2439
www.alltrafficdata.net
Location: 39 LAWRENCE EXPY & BENTON ST AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
1,600 3,417
863
366
3,0591,783
326
282

0.93 N
S
EW

0.94 0.94

0.83 0.90
(5,813)(3,043)
(1,626)
(638)
(535)
(595)
(5,137)(3,415)
48 5
143
433
161
269
105
107
114
0 0
1,40473
2,865
116
5 BENTON ST

BENTON ST

LAWRENCE EXPY

LAWRENCE EXPY
7 5
1 0
N
S
EW
41 10
4 3
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 13 479 2 30 2290 28 12 0 46 12 959 0 0 0 25,25413 73 14 8 7:15 AM 2 15 614 0 24 2770 39 20 0 65 22 1,255 0 0 0 15,83526 96 27 28 7:30 AM 3 23 755 2 29 3210 35 27 0 68 48 1,460 0 0 0 15,84820 80 25 24 7:45 AM 0 14 925 1 36 2890 22 30 0 67 30 1,580 0 4 0 05,66621 115 27 3 8:00 AM 1 15 725 0 41 4090 36 29 0 66 36 1,540 0 0 0 35,14727 118 30 7 8:15 AM 1 21 460 2 37 3850 21 21 0 68 47 1,268 0 0 0 137 120 34 14 8:30 AM 2 19 447 2 22 4370 22 27 0 70 56 1,278 0 0 0 124 117 29 4 8:45 AM 3 18 373 3 24 3480 20 20 0 72 53 1,061 1 0 0 118 81 23 5 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 5 0 1 4 00 0 0 0 0 1 110 0 0 0
Lights 72 2,829 115 140 1,359 48114 106 105 262 161 429 5,7490 0 4 5 Mediums 1 31 1 2 41 00 1 0 7 0 3 880 0 1 0
Total 114 107 105 269 161 433 73 2,865 116 143 1,404 48 5,8480 0 5 5 Attachment 15

Page 185 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYBENTON STBENTON ST
(303) 216-2439
www.alltrafficdata.net
Location: 39 LAWRENCE EXPY & BENTON ST PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
3,084 1,824
399
884
1,9522,794
370
303

0.95 N
S
EW

0.92 0.83

0.89 0.87
(3,704)(5,890)
(786)
(1,669)
(563)
(723)
(3,990)(5,453)
89 18
360
161
128
110
61 234
75 0
0 2,61786
1,570
290
6 BENTON ST

BENTON ST

LAWRENCE EXPY

LAWRENCE EXPY
11 3
0 0
N
S
EW
21 00
8 3
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 2 18 398 5 51 6520 9 42 0 30 24 1,339 0 0 0 55,5917 28 55 18 4:15 PM 1 22 385 2 71 7840 8 25 0 21 17 1,462 1 2 0 65,7878 33 70 15 4:30 PM 1 19 356 4 81 7110 19 47 0 26 27 1,430 0 0 0 65,80514 34 67 24 4:45 PM 1 24 361 3 74 6120 23 51 0 28 42 1,360 0 1 0 25,75212 43 69 17 5:00 PM 3 23 441 8 102 6800 19 50 0 27 27 1,535 0 0 0 15,79814 41 73 27 5:15 PM 1 20 412 3 103 6140 14 86 0 29 32 1,480 0 2 0 021 43 81 21 5:30 PM 2 21 398 4 69 5360 23 81 0 45 38 1,377 0 1 0 427 51 67 15 5:45 PM 0 26 471 8 71 4910 24 81 0 35 32 1,406 0 0 0 218 33 102 14 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 1 0 0 2 00 0 0 0 0 0 30 0 0 0
Lights 86 1,550 288 358 2,606 8975 233 61 110 128 159 5,7670 0 6 18 Mediums 0 19 2 2 9 00 1 0 0 0 2 350 0 0 0
Total 75 234 61 110 128 161 86 1,570 290 360 2,617 89 5,8050 0 6 18 Attachment 15

Page 186 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 40 LAWRENCE EXPY & HOMESTEAD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
1,887 3,257
1,274
582
3,2011,615
597
1,505

0.97 N
S
EW

0.96 0.83

0.91 0.91
(5,819)(3,608)
(2,617)
(1,015)
(2,859)
(1,053)
(5,690)(3,275)
553
4 123
235
726
313
95 289
213
0 0
1,207226
2,805
170
0 HOMESTEAD RD

HOMESTEAD RD

LAWRENCE EXPY

LAWRENCE EXPY
6 20
22 0
N
S
EW
416
319
4 2
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 38 432 0 14 2440 28 20 0 70 121 1,135 0 1 1 06,00915 53 33 67 7:15 AM 0 52 563 0 18 3380 39 28 0 75 200 1,541 0 0 0 06,66228 68 33 99 7:30 AM 0 62 540 2 20 3290 62 55 0 95 231 1,710 0 1 4 16,75343 100 44 127 7:45 AM 0 61 569 0 38 3160 41 68 0 78 187 1,623 0 1 4 76,83729 65 62 109 8:00 AM 0 45 754 2 42 3120 58 61 0 81 176 1,788 0 3 2 06,95922 55 41 139 8:15 AM 0 47 589 1 44 2780 65 76 0 76 191 1,632 0 3 4 325 61 51 128 8:30 AM 0 57 698 0 20 3200 43 89 0 86 205 1,794 0 5 6 227 70 37 142 8:45 AM 0 77 764 1 17 2970 47 63 0 70 154 1,745 0 9 10 021 49 41 144 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 1 2 0 1 2 20 0 2 1 1 0 120 0 0 0
Lights 222 2,792 168 119 1,173 535210 284 93 310 716 232 6,8570 0 0 3 Mediums 3 11 2 3 32 163 5 0 2 9 3 900 0 0 1
Total 213 289 95 313 726 235 226 2,805 170 123 1,207 553 6,9590 0 0 4 Attachment 15

Page 187 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYPRUNERIDGE RDPRUNERIDGE RD
(303) 216-2439
www.alltrafficdata.net
Location: 41 LAWRENCE EXPY & PRUNERIDGE RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
1,369 3,606
1,336
330
3,0801,748
324
425

0.89 N
S
EW

0.94 0.98

0.82 0.91
(6,262)(2,603)
(2,518)
(577)
(829)
(603)
(5,324)(3,380)
63 0
105
601
300
435
112
129
83 0
0 1,20162
2,922
96 0

PRUNERIDGE RD

LAWRENCE EXPY

LAWRENCE EXPY
3 3
0 0
N
S
EW
12 00
2 1
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 8 466 0 7 2320 22 5 0 106 26 1,005 0 0 0 15,46711 102 8 12 7:15 AM 2 18 518 1 16 2530 17 18 0 127 75 1,254 0 0 0 05,91643 124 30 12 7:30 AM 0 10 718 0 27 3210 18 22 0 112 74 1,491 0 0 0 16,10924 137 19 9 7:45 AM 0 14 908 0 28 3290 28 17 0 135 50 1,717 0 0 0 15,94120 158 22 8 8:00 AM 0 11 660 0 19 2820 17 34 0 102 92 1,454 0 2 0 15,58147 146 25 19 8:15 AM 0 27 636 0 31 2690 20 56 0 86 84 1,447 0 1 0 021 160 30 27 8:30 AM 0 24 526 0 28 2830 34 20 0 101 107 1,323 0 0 4 129 117 31 23 8:45 AM 2 15 551 0 21 3190 32 18 0 94 57 1,357 0 0 0 130 146 45 27 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 6 0 0 2 00 0 0 0 0 0 80 0 0 0
Lights 62 2,899 94 104 1,177 6382 124 111 432 296 595 6,0390 0 0 0 Mediums 0 17 2 1 22 01 5 1 3 4 6 620 0 0 0
Total 83 129 112 435 300 601 62 2,922 96 105 1,201 63 6,1090 0 0 0 Attachment 15

Page 188 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYPRUNERIDGE RDPRUNERIDGE RD
(303) 216-2439
www.alltrafficdata.net
Location: 41 LAWRENCE EXPY & PRUNERIDGE RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
3,130 1,779
475
1,042
1,7282,861
615
266

0.93 N
S
EW

0.91 0.88

0.97 0.88
(3,461)(5,844)
(937)
(1,990)
(503)
(1,113)
(3,386)(5,326)
80 3
551
153
113
209
154
290
171
0 0
2,49673
1,452
201
2 PRUNERIDGE RD

PRUNERIDGE RD

LAWRENCE EXPY

LAWRENCE EXPY
2 0
0 0
N
S
EW
00 00
0 2
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 12 366 0 123 4540 39 44 0 40 16 1,194 0 0 0 05,36216 27 46 11 4:15 PM 0 18 374 0 148 5430 31 41 0 26 15 1,301 0 2 0 55,77121 18 45 21 4:30 PM 0 18 370 2 125 6020 41 56 0 47 16 1,400 0 0 0 05,94824 34 46 19 4:45 PM 0 15 373 1 162 5960 48 76 0 51 26 1,467 0 0 0 05,94534 34 35 16 5:00 PM 1 24 353 0 154 6870 31 67 0 61 44 1,603 0 0 0 05,91848 41 69 23 5:15 PM 1 16 356 0 110 6110 51 91 0 50 27 1,478 0 0 0 148 44 51 22 5:30 PM 2 13 316 0 95 5860 41 82 0 72 36 1,397 0 0 0 048 45 37 24 5:45 PM 5 16 354 0 155 5330 23 78 0 85 34 1,440 0 0 0 034 48 54 21 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 1 0 0 0 00 0 0 0 0 0 10 0 0 0
Lights 73 1,441 201 549 2,489 80170 290 154 206 113 152 5,9230 0 2 3 Mediums 0 10 0 2 7 01 0 0 3 0 1 240 0 0 0
Total 171 290 154 209 113 153 73 1,452 201 551 2,496 80 5,9480 0 2 3 Attachment 15

Page 189 of 557 ends

Appendix B
Level of Service Calculations

Attachment 15

Page 190 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #1: SR 237 & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 739*** 964 146
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

821***

2 Cycle Time (sec): 182

0 95

0 Loss Time (sec): 12

1 1127 2

Critical V/C: 0.995

2 1146***
1 Avg Crit Del (sec/veh): 97.2

0 33 0

Avg Delay (sec/veh): 69.9

2 303
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 79*** 1006 200
Signal=Protect/Rights=Include

Street Name: SR 237 El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 79 1006 200 146 964 739 821 1127 33 303 1146 95 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 1006 200 146 964 739 821 1127 33 303 1146 95 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 1006 200 146 964 739 821 1127 33 303 1146 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 1006 200 146 964 739 821 1127 33 303 1146 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 1006 200 146 964 739 821 1127 33 303 1146 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 79 1006 200 146 964 739 821 1127 33 303 1146 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.91 0.09 2.00 2.76 0.24 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5440 159 3150 5171 429 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.18 0.11 0.05 0.17 0.42 0.26 0.21 0.21 0.10 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 7.0 65.8 65.8 17.3 76.1 76.1 47.0 59.3 59.3 27.6 39.9 39.9 Volume/Cap: 0.65 0.49 0.32 0.49 0.40 1.01 1.01 0.64 0.64 0.64 1.01 1.01 Uniform Del: 86.3 45.0 41.9 78.2 37.1 53.0 67.5 52.1 52.1 72.5 71.0 71.0 IncremntDel: 12.0 0.2 0.3 1.3 0.1 35.8 34.1 0.7 0.7 2.8 28.1 28.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 98.3 45.2 42.2 79.4 37.2 88.7 101.6 52.9 52.9 75.3 99.2 99.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 98.3 45.2 42.2 79.4 37.2 88.7 101.6 52.9 52.9 75.3 99.2 99.2 LOS by Move: F D D E- D+ F F D- D- E- F F HCM2kAvgQ: 4 14 8 5 12 51 33 19 19 9 26 26 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 191 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #1: SR 237 & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 739*** 1179 244
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

979***

2 Cycle Time (sec): 182

0 119

0 Loss Time (sec): 12

1 1448 3

Critical V/C: 1.089

2 1264***
0 Avg Crit Del (sec/veh): 124.9

0 45 1

Avg Delay (sec/veh): 83.5

2 393
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 117*** 1050 476
Signal=Protect/Rights=Include

Street Name: SR 237 El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 117 1050 476 244 1179 739 979 1448 45 393 1264 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 1050 476 244 1179 739 979 1448 45 393 1264 119 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 117 1050 476 244 1179 739 979 1448 45 393 1264 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 1050 476 244 1179 739 979 1448 45 393 1264 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 1050 476 244 1179 739 979 1448 45 393 1264 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 1050 476 244 1179 739 979 1448 45 393 1264 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.73 0.27 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5118 482 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.18 0.27 0.08 0.21 0.42 0.31 0.25 0.03 0.12 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 7.0 60.1 60.1 17.1 70.2 70.2 51.7 62.2 69.2 30.6 41.1 41.1 Volume/Cap: 0.97 0.56 0.82 0.82 0.54 1.09 1.09 0.74 0.07 0.74 1.09 1.09 Uniform Del: 87.4 50.0 56.1 81.0 43.3 55.9 65.2 52.8 35.9 72.0 70.5 70.5 IncremntDel: 70.8 0.4 9.3 16.8 0.3 63.2 59.2 1.6 0.0 5.6 55.2 55.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 158.2 50.4 65.4 97.7 43.5 119.1 124.3 54.4 35.9 77.6 126 125.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 158.2 50.4 65.4 97.7 43.5 119.1 124.3 54.4 35.9 77.6 126 125.6 LOS by Move: F D E F D F F D- D+ E- F F HCM2kAvgQ: 6 16 28 10 17 56 42 24 2 12 31 31 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 192 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #1: SR 237 & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 739*** 1181 246
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

975***

2 Cycle Time (sec): 182

0 119

0 Loss Time (sec): 12

1 1448 3

Critical V/C: 1.094

2 1296***
0 Avg Crit Del (sec/veh): 126.6

0 44 1

Avg Delay (sec/veh): 84.2

2 385
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 117*** 1066 460
Signal=Protect/Rights=Include

Street Name: SR 237 El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 117 1066 460 246 1181 739 975 1448 44 385 1296 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 1066 460 246 1181 739 975 1448 44 385 1296 119 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 117 1066 460 246 1181 739 975 1448 44 385 1296 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 1066 460 246 1181 739 975 1448 44 385 1296 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 1066 460 246 1181 739 975 1448 44 385 1296 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 1066 460 246 1181 739 975 1448 44 385 1296 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.74 0.26 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5128 471 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.19 0.26 0.08 0.21 0.42 0.31 0.25 0.03 0.12 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 7.0 59.3 59.3 17.6 69.9 69.9 51.2 62.8 69.8 30.2 41.8 41.8 Volume/Cap: 0.97 0.57 0.81 0.81 0.54 1.10 1.10 0.74 0.07 0.74 1.10 1.10 Uniform Del: 87.4 50.9 56.1 80.5 43.5 56.0 65.4 52.3 35.4 72.1 70.1 70.1 IncremntDel: 70.8 0.4 8.3 14.6 0.3 65.0 61.1 1.5 0.0 5.4 56.8 56.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 158.2 51.3 64.4 95.1 43.8 121.1 126.5 53.8 35.5 77.5 127 126.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 158.2 51.3 64.4 95.1 43.8 121.1 126.5 53.8 35.5 77.5 127 126.9 LOS by Move: F D- E F D F F D- D+ E- F F HCM2kAvgQ: 6 16 26 10 17 56 42 24 2 12 32 32 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 193 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #2: Sylvan Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 200 38*** 53
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

157***

1 Cycle Time (sec): 140

0 139

0 Loss Time (sec): 12

1 748 3

Critical V/C: 0.629

2 1546***
0 Avg Crit Del (sec/veh): 37.0

0 359 1

Avg Delay (sec/veh): 35.3

2 97
LOS: D+

Lanes: 2 0 0 1 0
Final Vol: 517*** 287 35
Signal=Protect/Rights=Include

Street Name: Sylvan Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 517 287 35 53 38 200 157 748 359 97 1546 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 517 287 35 53 38 200 157 748 359 97 1546 139 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 517 287 35 53 38 200 157 748 359 97 1546 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 517 287 35 53 38 200 157 748 359 97 1546 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 517 287 35 53 38 200 157 748 359 97 1546 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 517 287 35 53 38 200 157 748 359 97 1546 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 0.89 0.11 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.74 0.26 Final Sat.: 3150 1604 196 1750 1900 1750 1750 5700 1750 3150 5137 462 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.18 0.18 0.03 0.02 0.11 0.09 0.13 0.21 0.03 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 34.9 35.1 35.1 9.8 10.0 29.1 19.1 60.2 95.1 22.9 64.0 64.0 Volume/Cap: 0.66 0.71 0.71 0.43 0.28 0.55 0.66 0.31 0.30 0.19 0.66 0.66 Uniform Del: 47.2 47.9 47.9 62.4 61.6 49.6 57.4 26.2 9.1 50.5 29.5 29.5 IncremntDel: 2.1 5.3 5.3 2.4 1.1 1.8 6.6 0.1 0.1 0.2 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 49.2 53.2 53.2 64.9 62.7 51.4 64.0 26.3 9.2 50.7 30.1 30.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.2 53.2 53.2 64.9 62.7 51.4 64.0 26.3 9.2 50.7 30.1 30.1 LOS by Move: D D- D- E E D- E C A D C C HCM2kAvgQ: 13 14 14 3 2 9 7 7 6 2 18 18 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 194 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #2: Sylvan Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 201 40 130***
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

223***

1 Cycle Time (sec): 140

0 204

0 Loss Time (sec): 12

1 1694 3

Critical V/C: 0.879

2 1854***
0 Avg Crit Del (sec/veh): 51.7

0 359 1

Avg Delay (sec/veh): 41.5

2 103
LOS: D

Lanes: 2 0 0 1 0
Final Vol: 517 287*** 135
Signal=Protect/Rights=Include

Street Name: Sylvan Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 517 287 135 130 40 201 223 1694 359 103 1854 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 517 287 135 130 40 201 223 1694 359 103 1854 204 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 517 287 135 130 40 201 223 1694 359 103 1854 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 517 287 135 130 40 201 223 1694 359 103 1854 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 517 287 135 130 40 201 223 1694 359 103 1854 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 517 287 135 130 40 201 223 1694 359 103 1854 204 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 0.68 0.32 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.69 0.31 Final Sat.: 3150 1224 576 1750 1900 1750 1750 5700 1750 3150 5044 555 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.23 0.23 0.07 0.02 0.11 0.13 0.30 0.21 0.03 0.37 0.37 Crit Moves: **** **** **** **** Green Time: 34.3 37.3 37.3 11.8 14.9 35.2 20.3 67.5 101.7 11.4 58.5 58.5 Volume/Cap: 0.67 0.88 0.88 0.88 0.20 0.46 0.88 0.62 0.28 0.40 0.88 0.88 Uniform Del: 47.8 49.2 49.2 63.4 57.1 44.3 58.7 26.7 6.6 61.1 37.5 37.5 IncremntDel: 2.3 16.8 16.8 40.8 0.5 0.8 27.6 0.4 0.1 1.0 4.2 4.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 50.1 66.0 66.0 104.2 57.6 45.1 86.2 27.2 6.7 62.1 41.7 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.1 66.0 66.0 104.2 57.6 45.1 86.2 27.2 6.7 62.1 41.7 41.7 LOS by Move: D E E F E+ D F C A E D D HCM2kAvgQ: 13 21 21 9 2 8 11 17 5 2 27 27 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 195 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #2: Sylvan Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 201 40 133***
Lanes: 1 0 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

218***

1 Cycle Time (sec): 140

0 213

0 Loss Time (sec): 12

1 1720 3

Critical V/C: 0.884

2 1866***
0 Avg Crit Del (sec/veh): 52.0

0 359 1

Avg Delay (sec/veh): 41.7

2 99
LOS: D

Lanes: 2 0 0 1 0
Final Vol: 517 287*** 139
Signal=Protect/Rights=Include

Street Name: Sylvan Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 517 287 139 133 40 201 218 1720 359 99 1866 213 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 517 287 139 133 40 201 218 1720 359 99 1866 213 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 517 287 139 133 40 201 218 1720 359 99 1866 213 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 517 287 139 133 40 201 218 1720 359 99 1866 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 517 287 139 133 40 201 218 1720 359 99 1866 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 517 287 139 133 40 201 218 1720 359 99 1866 213 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 0.67 0.33 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.68 0.32 Final Sat.: 3150 1213 587 1750 1900 1750 1750 5700 1750 3150 5026 574 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.24 0.24 0.08 0.02 0.11 0.12 0.30 0.21 0.03 0.37 0.37 Crit Moves: **** **** **** **** Green Time: 34.5 37.5 37.5 12.0 15.0 34.7 19.7 67.3 101.8 11.2 58.8 58.8 Volume/Cap: 0.67 0.88 0.88 0.88 0.20 0.46 0.88 0.63 0.28 0.39 0.88 0.88 Uniform Del: 47.6 49.2 49.2 63.3 57.0 44.7 59.0 27.0 6.5 61.2 37.5 37.5 IncremntDel: 2.2 17.4 17.4 41.5 0.5 0.8 29.2 0.5 0.1 1.0 4.4 4.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 49.8 66.6 66.6 104.8 57.5 45.5 88.2 27.5 6.7 62.2 41.9 41.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.8 66.6 66.6 104.8 57.5 45.5 88.2 27.5 6.7 62.2 41.9 41.9 LOS by Move: D E E F E+ D F C A E D D HCM2kAvgQ: 13 21 21 9 2 8 10 17 5 2 27 27 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 196 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #3: Bernardo Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 433*** 124 58
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

146***

1 Cycle Time (sec): 140

0 52

0 Loss Time (sec): 12

1 554 2

Critical V/C: 0.723

2 1267***
1 Avg Crit Del (sec/veh): 47.8

0 67 0

Avg Delay (sec/veh): 44.6

1 69
LOS: D

Lanes: 2 0 1 0 1
Final Vol: 297*** 194 71
Signal=Protect/Rights=Overlap

Street Name: Bernardo Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 297 194 71 58 124 433 146 554 67 69 1267 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 297 194 71 58 124 433 146 554 67 69 1267 52 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 297 194 71 58 124 433 146 554 67 69 1267 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 297 194 71 58 124 433 146 554 67 69 1267 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 297 194 71 58 124 433 146 554 67 69 1267 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 297 194 71 58 124 433 146 554 67 69 1267 52 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 2.66 0.34 1.00 2.88 0.12 Final Sat.: 3150 1900 1750 1750 1900 1750 1750 4995 604 1750 5379 221 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.10 0.04 0.03 0.07 0.25 0.08 0.11 0.11 0.04 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 18.3 44.4 63.6 21.8 47.9 47.9 16.2 42.6 42.6 19.2 45.6 45.6 Volume/Cap: 0.72 0.32 0.09 0.21 0.19 0.72 0.72 0.36 0.36 0.29 0.72 0.72 Uniform Del: 58.4 36.3 21.7 51.6 32.4 40.2 59.8 38.1 38.1 54.3 41.6 41.6 IncremntDel: 6.2 0.3 0.0 0.4 0.0 3.4 12.1 0.1 0.1 0.7 1.5 1.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 64.6 36.6 21.8 52.0 32.4 43.6 71.9 38.2 38.2 54.9 43.1 43.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.6 36.6 21.8 52.0 32.4 43.6 71.9 38.2 38.2 54.9 43.1 43.1 LOS by Move: E D+ C+ D- C- D E D+ D+ D- D D HCM2kAvgQ: 9 6 2 2 4 18 7 7 7 3 17 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 197 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #3: Bernardo Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 445*** 151 128
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

211***

1 Cycle Time (sec): 140

0 270

0 Loss Time (sec): 12

1 1506 2

Critical V/C: 0.887

2 1411***
1 Avg Crit Del (sec/veh): 58.6

0 118 0

Avg Delay (sec/veh): 50.7

1 121
LOS: D

Lanes: 2 0 1 0 1
Final Vol: 428*** 252 140
Signal=Protect/Rights=Overlap

Street Name: Bernardo Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 428 252 140 128 151 445 211 1506 118 121 1411 270 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 428 252 140 128 151 445 211 1506 118 121 1411 270 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 428 252 140 128 151 445 211 1506 118 121 1411 270 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 428 252 140 128 151 445 211 1506 118 121 1411 270 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 428 252 140 128 151 445 211 1506 118 121 1411 270 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 428 252 140 128 151 445 211 1506 118 121 1411 270 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 2.00 1.00 1.00 1.00 1.00 1.00 1.00 2.77 0.23 1.00 2.50 0.50 Final Sat.: 3150 1900 1750 1750 1900 1750 1750 5193 407 1750 4699 899 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.13 0.08 0.07 0.08 0.25 0.12 0.29 0.29 0.07 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 21.4 39.7 52.5 21.9 40.1 40.1 19.0 53.6 53.6 12.8 47.4 47.4 Volume/Cap: 0.89 0.47 0.21 0.47 0.28 0.89 0.89 0.76 0.76 0.76 0.89 0.89 Uniform Del: 58.1 41.4 29.7 53.8 38.7 47.8 59.4 37.5 37.5 62.1 43.8 43.8 IncremntDel: 17.8 0.6 0.2 1.3 0.1 13.6 30.4 1.6 1.6 18.6 5.5 5.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 75.9 42.1 29.9 55.0 38.8 61.4 89.9 39.1 39.1 80.7 49.3 49.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 75.9 42.1 29.9 55.0 38.8 61.4 89.9 39.1 39.1 80.7 49.3 49.3 LOS by Move: E- D C E+ D+ E F D D F D D HCM2kAvgQ: 14 9 4 6 5 23 10 20 20 5 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 198 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #3: Bernardo Ave & El Camino Real
Signal=Protect/Rights=Include
Final Vol: 450*** 150 138
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:
216*** 1
Cycle Time (sec): 140
0 313
0 Loss Time (sec): 12
1 1548 2
Critical V/C: 0.903
2 1427***
1 Avg Crit Del (sec/veh): 60.1
0 130 0
Avg Delay (sec/veh): 51.9
1 134
LOS: D-
Lanes: 2 0 1 0 1
Final Vol: 423*** 259 148
Signal=Protect/Rights=Overlap
Street Name: Bernardo Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 423 259 148 138 150 450 216 1548 130 134 1427 313 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 423 259 148 138 150 450 216 1548 130 134 1427 313 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 423 259 148 138 150 450 216 1548 130 134 1427 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 423 259 148 138 150 450 216 1548 130 134 1427 313 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 423 259 148 138 150 450 216 1548 130 134 1427 313 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 423 259 148 138 150 450 216 1548 130 134 1427 313 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 2.00 1.00 1.00 1.00 1 .00 1.00 1.00 2.76 0.24 1.00 2.44 0.56 Final Sat.: 3150 1900 1750 1750 1900 1750 1750 5166 434 1750 4591 1007 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.14 0.08 0.08 0.08 0.26 0.12 0.30 0.30 0.08 0.31 0.31 Crit Moves: **** **** **** ****
Green Time: 20.8 38.4 52.1 22.2 39.9 39.9 19.1 53.6 53.6 13.7 48.2 48.2 Volume/Cap: 0.90 0.50 0.23 0.50 0.28 0.90 0.90 0.78 0.78 0.78 0.90 0.90 Uniform Del: 58.6 42.6 30.1 53.8 38.9 48.2 59.5 38.1 38.1 61.7 43.7 43.7 IncremntDel: 20.6 0.7 0.2 1.4 0.1 15.7 33.5 1.9 1.9 20.5 6.4 6.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 79.2 43.4 30.3 55.2 39.0 63.9 93.0 40.0 40.0 82.2 50.1 50.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.2 43.4 30.3 55.2 39.0 63.9 93.0 40.0 40.0 82.2 50.1 50.1 LOS by Move: E- D C E+ D+ E F D D F D D
HCM2kAvgQ: 14 9 5 6 5 23 11 21 21 6 23 23 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 199 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #4: Mary Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 129 345 92***
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

139***

1 Cycle Time (sec): 140

0 220

0 Loss Time (sec): 12

1 400 2

Critical V/C: 0.636

2 1191***
1 Avg Crit Del (sec/veh): 40.3

0 48 0

Avg Delay (sec/veh): 41.7

1 96
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 152 670*** 60
Signal=Protect/Rights=Include

Street Name: Mary Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 152 670 60 92 345 129 139 400 48 96 1191 220 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 670 60 92 345 129 139 400 48 96 1191 220 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 152 670 60 92 345 129 139 400 48 96 1191 220 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 670 60 92 345 129 139 400 48 96 1191 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 670 60 92 345 129 139 400 48 96 1191 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 670 60 92 345 129 139 400 48 96 1191 220 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.83 0.17 1.00 1.44 0.56 1.00 2.67 0.33 1.00 2.52 0.48 Final Sat.: 1750 3396 304 1750 2692 1007 1750 4999 600 1750 4726 873 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.20 0.20 0.05 0.13 0.13 0.08 0.08 0.08 0.05 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 22.2 43.4 43.4 11.6 32.8 32.8 17.5 43.3 43.3 29.7 55.5 55.5 Volume/Cap: 0.55 0.64 0.64 0.64 0.55 0.55 0.64 0.26 0.26 0.26 0.64 0.64 Uniform Del: 54.2 41.5 41.5 62.2 47.1 47.1 58.2 36.3 36.3 46.0 34.1 34.1 IncremntDel: 2.3 1.2 1.2 9.0 0.7 0.7 6.1 0.1 0.1 0.4 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 56.5 42.7 42.7 71.2 47.8 47.8 64.3 36.4 36.4 46.4 34.7 34.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.5 42.7 42.7 71.2 47.8 47.8 64.3 36.4 36.4 46.4 34.7 34.7 LOS by Move: E+ D D E D D E D+ D+ D C- C- HCM2kAvgQ: 6 13 13 4 9 9 6 5 5 4 16 16 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 200 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #4: Mary Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 328 345 229***
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

261***

1 Cycle Time (sec): 140

0 553

0 Loss Time (sec): 12

1 1386 2

Critical V/C: 0.903

2 1191***
1 Avg Crit Del (sec/veh): 59.4

0 96 0

Avg Delay (sec/veh): 52.4

1 138
LOS: D-

Lanes: 1 0 1 1 0
Final Vol: 186 789*** 75
Signal=Protect/Rights=Include

Street Name: Mary Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 186 789 75 229 345 328 261 1386 96 138 1191 553 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 789 75 229 345 328 261 1386 96 138 1191 553 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 186 789 75 229 345 328 261 1386 96 138 1191 553 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 789 75 229 345 328 261 1386 96 138 1191 553 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 789 75 229 345 328 261 1386 96 138 1191 553 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 789 75 229 345 328 261 1386 96 138 1191 553 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.95 0.92 0.98 0.95 0.92 1.00 0.95 Lanes: 1.00 1.82 0.18 1.00 1.00 1.00 1.00 2.80 0.20 1.00 2.01 0.99 Final Sat.: 1750 3379 321 1750 1898 1800 1750 5237 363 1750 3822 1775 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.23 0.13 0.18 0.18 0.15 0.26 0.26 0.08 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 20.8 36.2 36.2 20.3 35.7 35.7 23.1 55.1 55.1 16.4 48.3 48.3 Volume/Cap: 0.71 0.90 0.90 0.90 0.71 0.71 0.90 0.67 0.67 0.67 0.90 0.90 Uniform Del: 56.8 50.2 50.2 58.9 47.5 47.5 57.3 35.0 35.0 59.2 43.6 43.6 IncremntDel: 9.1 11.6 11.6 32.0 2.6 2.6 29.2 0.8 0.8 8.5 6.4 6.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 65.8 61.8 61.8 90.9 50.1 50.1 86.5 35.9 35.9 67.7 49.9 49.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.8 61.8 61.8 90.9 50.1 50.1 86.5 35.9 35.9 67.7 49.9 49.9 LOS by Move: E E E F D D F D+ D+ E D D HCM2kAvgQ: 8 18 18 12 14 14 12 17 17 6 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 201 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #4: Mary Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 342 345 255***
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

327***

1 Cycle Time (sec): 140

0 523

0 Loss Time (sec): 12

1 1417 2

Critical V/C: 0.958

2 1191***
1 Avg Crit Del (sec/veh): 69.9

0 107 0

Avg Delay (sec/veh): 58.2

1 140
LOS: E+

Lanes: 1 0 1 1 0
Final Vol: 174 800*** 76
Signal=Protect/Rights=Include

Street Name: Mary Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 174 800 76 255 345 342 327 1417 107 140 1191 523 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 800 76 255 345 342 327 1417 107 140 1191 523 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 174 800 76 255 345 342 327 1417 107 140 1191 523 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 800 76 255 345 342 327 1417 107 140 1191 523 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 174 800 76 255 345 342 327 1417 107 140 1191 523 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 800 76 255 345 342 327 1417 107 140 1191 523 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.95 0.92 0.99 0.95 0.92 1.00 0.95 Lanes: 1.00 1.82 0.18 1.00 1.00 1.00 1.00 2.78 0.22 1.00 2.05 0.95 Final Sat.: 1750 3379 321 1750 1900 1800 1750 5206 393 1750 3889 1708 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.24 0.24 0.15 0.18 0.19 0.19 0.27 0.27 0.08 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 19.2 34.6 34.6 21.3 36.7 36.7 27.3 55.7 55.7 16.4 44.8 44.8 Volume/Cap: 0.72 0.96 0.96 0.96 0.69 0.72 0.96 0.68 0.68 0.68 0.96 0.96 Uniform Del: 57.9 52.0 52.0 58.9 46.6 47.0 55.8 34.9 34.9 59.3 46.7 46.7 IncremntDel: 10.5 20.2 20.2 43.5 2.1 2.8 37.5 0.9 0.9 9.2 12.7 12.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 68.3 72.1 72.1 102.4 48.7 49.9 93.2 35.8 35.8 68.5 59.4 59.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.3 72.1 72.1 102.4 48.7 49.9 93.2 35.8 35.8 68.5 59.4 59.4 LOS by Move: E E E F D D F D+ D+ E E+ E+ HCM2kAvgQ: 7 19 19 14 13 14 16 17 17 6 23 23 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 202 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #5: Pastoria Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 69 175 36***
Lanes: 1 0 2 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

57***

1 Cycle Time (sec): 140

0 57

0 Loss Time (sec): 12

1 545 2

Critical V/C: 0.484

2 1251***
1 Avg Crit Del (sec/veh): 30.9

0 54 0

Avg Delay (sec/veh): 34.3

2 123
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 183 331*** 244
Signal=Protect/Rights=Include

Street Name: Pastoria Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 183 331 244 36 175 69 57 545 54 123 1251 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 331 244 36 175 69 57 545 54 123 1251 57 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 331 244 36 175 69 57 545 54 123 1251 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 331 244 36 175 69 57 545 54 123 1251 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 331 244 36 175 69 57 545 54 123 1251 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 331 244 36 175 69 57 545 54 123 1251 57 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.92 0.99 0.95 0.83 0.98 0.95 Lanes: 1.00 1.13 0.87 1.00 2.00 1.00 1.00 2.72 0.28 2.00 2.86 0.14 Final Sat.: 1750 2129 1569 1750 3800 1750 1750 5094 505 3150 5356 244 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.16 0.16 0.02 0.05 0.04 0.03 0.11 0.11 0.04 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 30.7 44.6 44.6 7.0 21.0 30.3 9.3 52.1 52.1 24.3 67.0 67.0 Volume/Cap: 0.48 0.49 0.49 0.41 0.31 0.18 0.49 0.29 0.29 0.22 0.49 0.49 Uniform Del: 47.7 38.5 38.5 64.5 53.1 44.7 63.0 30.9 30.9 49.7 24.8 24.8 IncremntDel: 0.9 0.3 0.3 3.1 0.3 0.2 3.2 0.1 0.1 0.2 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 48.6 38.8 38.8 67.6 53.4 45.0 66.2 31.0 31.0 49.9 25.0 25.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.6 38.8 38.8 67.6 53.4 45.0 66.2 31.0 31.0 49.9 25.0 25.0 LOS by Move: D D+ D+ E D- D E C C D C C HCM2kAvgQ: 8 10 10 2 3 3 3 6 6 3 12 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 203 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #5: Pastoria Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 199 214 199***
Lanes: 1 0 2 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

351***

1 Cycle Time (sec): 140

0 242

0 Loss Time (sec): 12

1 1487 2

Critical V/C: 1.048

2 1323***
1 Avg Crit Del (sec/veh): 95.0

0 65 0

Avg Delay (sec/veh): 69.4

2 215
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 183 384 638***
Signal=Protect/Rights=Include

Street Name: Pastoria Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 183 384 638 199 214 199 351 1487 65 215 1323 242 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 384 638 199 214 199 351 1487 65 215 1323 242 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 384 638 199 214 199 351 1487 65 215 1323 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 384 638 199 214 199 351 1487 65 215 1323 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 384 638 199 214 199 351 1487 65 215 1323 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 384 638 199 214 199 351 1487 65 215 1323 242 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.83 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.87 0.13 2.00 2.52 0.48 Final Sat.: 1750 1900 1750 1750 3800 1750 1750 5365 235 3150 4733 866 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.20 0.36 0.11 0.06 0.11 0.20 0.28 0.28 0.07 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 38.0 48.7 48.7 15.2 25.9 52.7 26.8 51.5 51.5 12.7 37.3 37.3 Volume/Cap: 0.39 0.58 1.05 1.05 0.30 0.30 1.05 0.75 0.75 0.75 1.05 1.05 Uniform Del: 41.5 37.3 45.7 62.4 49.2 30.7 56.6 38.7 38.7 62.1 51.3 51.3 IncremntDel: 0.5 0.5 42.3 78.6 0.2 0.3 62.4 1.6 1.6 10.9 37.1 37.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 42.1 37.8 88.0 141.0 49.5 31.0 119.0 40.4 40.4 73.0 88.4 88.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.1 37.8 88.0 141.0 49.5 31.0 119.0 40.4 40.4 73.0 88.4 88.4 LOS by Move: D D+ F F D C F D D E F F HCM2kAvgQ: 7 14 38 14 4 6 20 19 19 5 25 25 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 204 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #5: Pastoria Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 216 220 202***
Lanes: 1 0 2 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

372***

1 Cycle Time (sec): 140

0 234

0 Loss Time (sec): 12

1 1525 2

Critical V/C: 1.066

2 1331***
1 Avg Crit Del (sec/veh): 101.2

0 70 0

Avg Delay (sec/veh): 72.3

2 219
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 183 414 643***
Signal=Protect/Rights=Include

Street Name: Pastoria Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 183 414 643 202 220 216 372 1525 70 219 1331 234 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 414 643 202 220 216 372 1525 70 219 1331 234 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 414 643 202 220 216 372 1525 70 219 1331 234 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 414 643 202 220 216 372 1525 70 219 1331 234 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 414 643 202 220 216 372 1525 70 219 1331 234 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 414 643 202 220 216 372 1525 70 219 1331 234 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.83 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.86 0.14 2.00 2.53 0.47 Final Sat.: 1750 1900 1750 1750 3800 1750 1750 5354 246 3150 4762 837 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.22 0.37 0.12 0.06 0.12 0.21 0.28 0.28 0.07 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 37.7 48.2 48.2 15.2 25.7 53.6 27.9 51.9 51.9 12.7 36.7 36.7 Volume/Cap: 0.39 0.63 1.07 1.07 0.32 0.32 1.07 0.77 0.77 0.77 1.07 1.07 Uniform Del: 41.8 38.4 45.9 62.4 49.5 30.4 56.0 38.7 38.7 62.2 51.7 51.7 IncremntDel: 0.5 0.8 48.0 84.1 0.3 0.3 66.9 1.8 1.8 11.9 43.4 43.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 42.3 39.2 93.9 146.5 49.8 30.7 122.9 40.5 40.5 74.1 95.1 95.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.3 39.2 93.9 146.5 49.8 30.7 122.9 40.5 40.5 74.1 95.1 95.1 LOS by Move: D D F F D C F D D E F F HCM2kAvgQ: 7 15 40 15 4 7 22 20 20 6 28 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 205 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #6: Mathilda Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 116 317 110***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

318***

2 Cycle Time (sec): 170

1 297

0 Loss Time (sec): 12

0 481 2

Critical V/C: 0.709

3 912***
1 Avg Crit Del (sec/veh): 46.7

0 75 0

Avg Delay (sec/veh): 47.9

1 21
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 309 2015*** 19
Signal=Protect/Rights=Include

Street Name: Mathilda Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 309 2015 19 110 317 116 318 481 75 21 912 297 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 309 2015 19 110 317 116 318 481 75 21 912 297 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 309 2015 19 110 317 116 318 481 75 21 912 297 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 309 2015 19 110 317 116 318 481 75 21 912 297 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 309 2015 19 110 317 116 318 481 75 21 912 297 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 309 2015 19 110 317 116 318 481 75 21 912 297 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 Lanes: 2.00 2.97 0.03 2.00 3.00 1.00 2.00 2.58 0.42 1.00 3.00 1.00 Final Sat.: 3150 5548 52 3150 5700 1750 3150 4844 755 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.36 0.36 0.03 0.06 0.07 0.10 0.10 0.10 0.01 0.16 0.17 Crit Moves: **** **** **** **** Green Time: 59.7 87.1 87.1 8.4 35.8 60.0 24.2 44.2 44.2 18.3 38.4 46.7 Volume/Cap: 0.28 0.71 0.71 0.71 0.26 0.19 0.71 0.38 0.38 0.11 0.71 0.62 Uniform Del: 39.7 31.8 31.8 79.6 56.1 38.1 69.5 51.7 51.7 68.5 60.7 53.8 IncremntDel: 0.1 0.8 0.8 14.1 0.1 0.1 5.2 0.2 0.2 0.3 1.9 2.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 39.8 32.6 32.6 93.7 56.2 38.3 74.7 51.8 51.8 68.7 62.5 56.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 32.6 32.6 93.7 56.2 38.3 74.7 51.8 51.8 68.7 62.5 56.3 LOS by Move: D C- C- F E+ D+ E D- D- E E E+ HCM2kAvgQ: 7 27 27 4 4 4 10 8 8 1 14 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 206 of 557 ends

COMPARE Fri Aug 28 14:45:59 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #6: Mathilda Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 228 362 353***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

936***

2 Cycle Time (sec): 170

1 553***

0 Loss Time (sec): 12

0 1124 2

Critical V/C: 1.069

3 1079
1 Avg Crit Del (sec/veh): 107.4

0 291 0

Avg Delay (sec/veh): 84.3

1 62
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 736 2015*** 114
Signal=Protect/Rights=Include

Street Name: Mathilda Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 736 2015 114 353 362 228 936 1124 291 62 1079 553 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 736 2015 114 353 362 228 936 1124 291 62 1079 553 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 736 2015 114 353 362 228 936 1124 291 62 1079 553 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 736 2015 114 353 362 228 936 1124 291 62 1079 553 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 736 2015 114 353 362 228 936 1124 291 62 1079 553 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 736 2015 114 353 362 228 936 1124 291 62 1079 553 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 Lanes: 2.00 2.83 0.17 2.00 3.00 1.00 2.00 2.36 0.64 1.00 3.00 1.00 Final Sat.: 3150 5300 300 3150 5700 1750 3150 4447 1151 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.38 0.38 0.11 0.06 0.13 0.30 0.25 0.25 0.04 0.19 0.32 Crit Moves: **** **** **** **** Green Time: 61.6 60.5 60.5 17.8 16.7 64.0 47.3 68.5 68.5 11.2 32.4 50.3 Volume/Cap: 0.65 1.07 1.07 1.07 0.65 0.35 1.07 0.63 0.63 0.54 0.99 1.07 Uniform Del: 45.1 54.8 54.8 76.1 73.8 38.0 61.4 40.5 40.5 76.9 68.7 59.9 IncremntDel: 1.3 41.4 41.4 69.0 2.6 0.3 50.5 0.6 0.6 5.1 25.3 59.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 46.4 96.2 96.2 145.1 76.4 38.3 111.9 41.1 41.1 82.0 93.9 119.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.4 96.2 96.2 145.1 76.4 38.3 111.9 41.1 41.1 82.0 93.9 119.1 LOS by Move: D F F F E- D+ F D D F F F HCM2kAvgQ: 18 45 45 14 6 9 35 19 19 3 21 37 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 207 of 557 ends

COMPARE Fri Aug 28 14:45:59 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #6: Mathilda Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 203 365 388***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

959***

2 Cycle Time (sec): 170

1 675***

0 Loss Time (sec): 12

0 1168 2

Critical V/C: 1.152

3 981
1 Avg Crit Del (sec/veh): 140.5

0 328 0

Avg Delay (sec/veh): 97.7

1 70
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 854 2015*** 115
Signal=Protect/Rights=Include

Street Name: Mathilda Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 854 2015 115 388 365 203 959 1168 328 70 981 675 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 854 2015 115 388 365 203 959 1168 328 70 981 675 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 854 2015 115 388 365 203 959 1168 328 70 981 675 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 854 2015 115 388 365 203 959 1168 328 70 981 675 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 854 2015 115 388 365 203 959 1168 328 70 981 675 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 854 2015 115 388 365 203 959 1168 328 70 981 675 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 Lanes: 2.00 2.83 0.17 2.00 3.00 1.00 2.00 2.32 0.68 1.00 3.00 1.00 Final Sat.: 3150 5297 302 3150 5700 1750 3150 4371 1227 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.27 0.38 0.38 0.12 0.06 0.12 0.30 0.27 0.27 0.04 0.17 0.39 Crit Moves: **** **** **** **** Green Time: 60.1 56.1 56.1 18.2 14.2 59.1 44.9 72.5 72.5 11.2 38.7 56.9 Volume/Cap: 0.77 1.15 1.15 1.15 0.77 0.33 1.15 0.63 0.63 0.61 0.76 1.15 Uniform Del: 48.7 56.9 56.9 75.9 76.3 40.9 62.5 38.2 38.2 77.3 61.2 56.5 IncremntDel: 3.3 75.1 75.1 96.9 7.3 0.3 82.0 0.5 0.5 9.1 2.6 86.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 52.0 132 132.0 172.8 83.6 41.2 144.5 38.7 38.7 86.4 63.8 143.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.0 132 132.0 172.8 83.6 41.2 144.5 38.7 38.7 86.4 63.8 143.2 LOS by Move: D- F F F F D F D+ D+ F E F HCM2kAvgQ: 23 49 49 17 7 8 39 20 20 4 16 50 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 208 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-19
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #7: Sunnyvale Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 58 160 57***
Lanes: 0 1 1 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

132***

2 Cycle Time (sec): 144

0 163

0 Loss Time (sec): 12

1 411 2

Critical V/C: 0.441

2 1159***
1 Avg Crit Del (sec/veh): 30.5

0 46 0

Avg Delay (sec/veh): 33.4

1 80
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 85 347*** 53
Signal=Protect/Rights=Include

Street Name: Sunnyvale Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 85 347 53 57 160 58 132 411 46 80 1159 163 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 347 53 57 160 58 132 411 46 80 1159 163 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 85 347 53 57 160 58 132 411 46 80 1159 163 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 347 53 57 160 58 132 411 46 80 1159 163 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 347 53 57 160 58 132 411 46 80 1159 163 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 347 53 57 160 58 132 411 46 80 1159 163 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.83 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.73 0.27 2.00 1.45 0.55 2.00 2.69 0.31 1.00 2.62 0.38 Final Sat.: 1750 3209 490 3150 2715 984 3150 5036 564 1750 4909 690 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.11 0.11 0.02 0.06 0.06 0.04 0.08 0.08 0.05 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 17.3 35.0 35.0 7.0 24.7 24.7 13.6 56.4 56.4 33.6 76.4 76.4 Volume/Cap: 0.40 0.44 0.44 0.37 0.34 0.34 0.44 0.21 0.21 0.20 0.44 0.44 Uniform Del: 58.6 46.3 46.3 66.4 52.5 52.5 61.7 29.0 29.0 44.4 20.8 20.8 IncremntDel: 1.3 0.4 0.4 1.5 0.3 0.3 1.1 0.0 0.0 0.2 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 59.9 46.6 46.6 67.9 52.8 52.8 62.7 29.1 29.1 44.6 20.9 20.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.9 46.6 46.6 67.9 52.8 52.8 62.7 29.1 29.1 44.6 20.9 20.9 LOS by Move: E+ D D E D- D- E C C D C+ C+ HCM2kAvgQ: 4 8 8 2 4 4 3 4 4 3 12 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 209 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-20
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #7: Sunnyvale Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 210 256*** 178
Lanes: 0 1 1 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

341***

2 Cycle Time (sec): 144

0 287

0 Loss Time (sec): 12

1 1014 2

Critical V/C: 0.644

2 1196***
1 Avg Crit Del (sec/veh): 43.8

0 152 0

Avg Delay (sec/veh): 44.7

1 258
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 159*** 347 145
Signal=Protect/Rights=Include

Street Name: Sunnyvale Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 159 347 145 178 256 210 341 1014 152 258 1196 287 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 347 145 178 256 210 341 1014 152 258 1196 287 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 159 347 145 178 256 210 341 1014 152 258 1196 287 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 347 145 178 256 210 341 1014 152 258 1196 287 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 347 145 178 256 210 341 1014 152 258 1196 287 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 159 347 145 178 256 210 341 1014 152 258 1196 287 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.95 0.83 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.39 0.61 2.00 1.07 0.93 2.00 2.59 0.41 1.00 2.40 0.60 Final Sat.: 1750 2609 1090 3150 2031 1666 3150 4869 730 1750 4515 1083 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.13 0.13 0.06 0.13 0.13 0.11 0.21 0.21 0.15 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 20.3 34.1 34.1 14.5 28.2 28.2 24.2 48.9 48.9 34.6 59.3 59.3 Volume/Cap: 0.64 0.56 0.56 0.56 0.64 0.64 0.64 0.61 0.61 0.61 0.64 0.64 Uniform Del: 58.4 48.4 48.4 61.7 53.3 53.3 55.9 39.7 39.7 48.7 33.9 33.9 IncremntDel: 5.7 0.8 0.8 2.3 2.0 2.0 2.7 0.6 0.6 2.7 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 64.1 49.3 49.3 64.1 55.3 55.3 58.6 40.3 40.3 51.4 34.5 34.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.1 49.3 49.3 64.1 55.3 55.3 58.6 40.3 40.3 51.4 34.5 34.5 LOS by Move: E D D E E+ E+ E+ D D D- C- C- HCM2kAvgQ: 8 10 10 5 10 10 8 14 14 10 17 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 210 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #7: Sunnyvale Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 202 259*** 180
Lanes: 0 1 1 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

341

2 Cycle Time (sec): 144

0 244

0 Loss Time (sec): 12

1 1088*** 2

Critical V/C: 0.682

2 1206
1 Avg Crit Del (sec/veh): 49.3

0 163 0

Avg Delay (sec/veh): 46.2

1 292***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 193*** 347 183
Signal=Protect/Rights=Include

Street Name: Sunnyvale Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 193 347 183 180 259 202 341 1088 163 292 1206 244 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 193 347 183 180 259 202 341 1088 163 292 1206 244 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 193 347 183 180 259 202 341 1088 163 292 1206 244 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 193 347 183 180 259 202 341 1088 163 292 1206 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 347 183 180 259 202 341 1088 163 292 1206 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 193 347 183 180 259 202 341 1088 163 292 1206 244 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.29 0.71 2.00 1.10 0.90 2.00 2.59 0.41 1.00 2.48 0.52 Final Sat.: 1750 2422 1277 3150 2078 1620 3150 4869 730 1750 4656 942 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.14 0.14 0.06 0.12 0.12 0.11 0.22 0.22 0.17 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 23.3 35.5 35.5 14.1 26.3 26.3 24.3 47.2 47.2 35.2 58.1 58.1 Volume/Cap: 0.68 0.58 0.58 0.58 0.68 0.68 0.64 0.68 0.68 0.68 0.64 0.64 Uniform Del: 56.9 47.7 47.7 62.1 54.9 54.9 55.8 41.9 41.9 49.3 34.6 34.6 IncremntDel: 6.7 1.0 1.0 2.8 2.9 2.9 2.7 1.1 1.1 4.5 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 63.5 48.7 48.7 64.9 57.8 57.8 58.5 43.0 43.0 53.8 35.2 35.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.5 48.7 48.7 64.9 57.8 57.8 58.5 43.0 43.0 53.8 35.2 35.2 LOS by Move: E D D E E+ E+ E+ D D D- D+ D+ HCM2kAvgQ: 10 11 11 5 11 11 8 16 16 12 16 16 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 211 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #10: Poplar Ave & El Camino Real

Signal=Permit/Rights=Overlap
Final Vol: 98 92*** 59
Lanes: 1 0 0 1 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

69***

1 Cycle Time (sec): 130

0 59

0 Loss Time (sec): 9

1 515 2

Critical V/C: 0.469

2 1697***
1 Avg Crit Del (sec/veh): 15.2

0 13 0

Avg Delay (sec/veh): 19.0

1 101
LOS: B-

Lanes: 0 1 0 0 1
Final Vol: 66 45 82
Signal=Permit/Rights=Overlap

Street Name: Poplar Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 66 45 82 59 92 98 69 515 13 101 1697 59 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 45 82 59 92 98 69 515 13 101 1697 59 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 66 45 82 59 92 98 69 515 13 101 1697 59 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 45 82 59 92 98 69 515 13 101 1697 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 45 82 59 92 98 69 515 13 101 1697 59 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 45 82 59 92 98 69 515 13 101 1697 59 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.59 0.41 1.00 0.39 0.61 1.00 1.00 2.92 0.08 1.00 2.90 0.10 Final Sat.: 1070 730 1750 703 1097 1750 1750 5462 138 1750 5412 188 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.06 0.05 0.08 0.08 0.06 0.04 0.09 0.09 0.06 0.31 0.31 Crit Moves: **** **** **** Green Time: 23.2 23.2 60.4 23.2 23.2 34.2 10.9 60.6 60.6 37.1 86.8 86.8 Volume/Cap: 0.35 0.35 0.10 0.47 0.47 0.21 0.47 0.20 0.20 0.20 0.47 0.47 Uniform Del: 46.7 46.7 19.6 47.9 47.9 37.4 56.8 20.4 20.4 35.2 10.4 10.4 IncremntDel: 0.6 0.6 0.1 1.1 1.1 0.2 2.4 0.0 0.0 0.2 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.4 47.4 19.6 48.9 48.9 37.7 59.1 20.5 20.5 35.4 10.5 10.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.4 47.4 19.6 48.9 48.9 37.7 59.1 20.5 20.5 35.4 10.5 10.5 LOS by Move: D D B- D D D+ E+ C+ C+ D+ B+ B+ HCM2kAvgQ: 4 4 2 6 6 3 3 4 4 3 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 212 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #10: Poplar Ave & El Camino Real

Signal=Permit/Rights=Overlap
Final Vol: 98 103 110
Lanes: 1 0 0 1 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

102***

1 Cycle Time (sec): 130

0 81

0 Loss Time (sec): 9

1 895 2

Critical V/C: 0.563

2 1828***
1 Avg Crit Del (sec/veh): 20.7

0 28 0

Avg Delay (sec/veh): 22.5

1 101
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 146 78*** 82
Signal=Permit/Rights=Overlap

Street Name: Poplar Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 146 78 82 110 103 98 102 895 28 101 1828 81 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 146 78 82 110 103 98 102 895 28 101 1828 81 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 146 78 82 110 103 98 102 895 28 101 1828 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 146 78 82 110 103 98 102 895 28 101 1828 81 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 78 82 110 103 98 102 895 28 101 1828 81 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 146 78 82 110 103 98 102 895 28 101 1828 81 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.65 0.35 1.00 0.52 0.48 1.00 1.00 2.91 0.09 1.00 2.87 0.13 Final Sat.: 1173 627 1750 930 870 1750 1750 5430 170 1750 5362 238 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.05 0.12 0.12 0.06 0.06 0.16 0.16 0.06 0.34 0.34 Crit Moves: **** **** **** Green Time: 28.8 28.8 52.7 28.8 28.8 42.2 13.5 68.3 68.3 23.9 78.8 78.8 Volume/Cap: 0.56 0.56 0.12 0.53 0.53 0.17 0.56 0.31 0.31 0.31 0.56 0.56 Uniform Del: 45.0 45.0 24.1 44.7 44.7 31.4 55.5 17.5 17.5 45.9 15.3 15.3 IncremntDel: 1.8 1.8 0.1 1.4 1.4 0.1 4.0 0.1 0.1 0.6 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 46.9 46.9 24.2 46.1 46.1 31.5 59.5 17.6 17.6 46.5 15.5 15.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.9 46.9 24.2 46.1 46.1 31.5 59.5 17.6 17.6 46.5 15.5 15.5 LOS by Move: D D C D D C E+ B B D B B HCM2kAvgQ: 9 9 2 8 8 3 5 7 7 4 15 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 213 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #10: Poplar Ave & El Camino Real

Signal=Permit/Rights=Overlap
Final Vol: 98 106*** 119
Lanes: 1 0 0 1 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

105***

1 Cycle Time (sec): 130

0 82

0 Loss Time (sec): 9

1 961 2

Critical V/C: 0.563

2 1817***
1 Avg Crit Del (sec/veh): 21.0

0 23 0

Avg Delay (sec/veh): 22.7

1 105
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 150 69 82
Signal=Permit/Rights=Overlap

Street Name: Poplar Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 150 69 82 119 106 98 105 961 23 105 1817 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 150 69 82 119 106 98 105 961 23 105 1817 82 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 150 69 82 119 106 98 105 961 23 105 1817 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 150 69 82 119 106 98 105 961 23 105 1817 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 69 82 119 106 98 105 961 23 105 1817 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 150 69 82 119 106 98 105 961 23 105 1817 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.68 0.32 1.00 0.53 0.47 1.00 1.00 2.93 0.07 1.00 2.87 0.13 Final Sat.: 1233 567 1750 952 848 1750 1750 5469 131 1750 5358 242 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.05 0.13 0.13 0.06 0.06 0.18 0.18 0.06 0.34 0.34 Crit Moves: **** **** **** Green Time: 28.9 28.9 52.3 28.9 28.9 42.7 13.9 68.7 68.7 23.5 78.3 78.3 Volume/Cap: 0.55 0.55 0.12 0.56 0.56 0.17 0.56 0.33 0.33 0.33 0.56 0.56 Uniform Del: 44.8 44.8 24.4 45.0 45.0 31.0 55.2 17.5 17.5 46.4 15.6 15.6 IncremntDel: 1.6 1.6 0.1 1.8 1.8 0.1 3.9 0.1 0.1 0.6 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 46.4 46.4 24.4 46.8 46.8 31.2 59.1 17.6 17.6 47.1 15.8 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.4 46.4 24.4 46.8 46.8 31.2 59.1 17.6 17.6 47.1 15.8 15.8 LOS by Move: D D C D D C E+ B B D B B HCM2kAvgQ: 9 9 2 9 9 3 5 7 7 4 15 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 214 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #11: Henderson Ave & El Camino Real

Signal=Permit/Rights=Overlap
Final Vol: 86 52*** 80
Lanes: 1 0 0 1 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

43***

1 Cycle Time (sec): 130

0 92

0 Loss Time (sec): 9

1 539 2

Critical V/C: 0.457

2 1741***
1 Avg Crit Del (sec/veh): 11.8

0 9 0

Avg Delay (sec/veh): 17.2

1 136
LOS: B

Lanes: 0 1 0 0 1
Final Vol: 51 51 89
Signal=Permit/Rights=Overlap

Street Name: Henderson Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 51 51 89 80 52 86 43 539 9 136 1741 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 51 89 80 52 86 43 539 9 136 1741 92 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 51 51 89 80 52 86 43 539 9 136 1741 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 51 89 80 52 86 43 539 9 136 1741 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 51 89 80 52 86 43 539 9 136 1741 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 51 89 80 52 86 43 539 9 136 1741 92 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.50 0.50 1.00 0.61 0.39 1.00 1.00 2.95 0.05 1.00 2.84 0.16 Final Sat.: 900 900 1750 1091 709 1750 1750 5508 92 1750 5319 281 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.06 0.05 0.07 0.07 0.05 0.02 0.10 0.10 0.08 0.33 0.33 Crit Moves: **** **** **** Green Time: 20.9 20.9 65.2 20.9 20.9 27.9 7.0 55.8 55.8 44.3 93.1 93.1 Volume/Cap: 0.35 0.35 0.10 0.46 0.46 0.23 0.46 0.23 0.23 0.23 0.46 0.46 Uniform Del: 48.6 48.6 17.0 49.4 49.4 42.2 59.7 23.5 23.5 30.6 7.8 7.8 IncremntDel: 0.7 0.7 0.1 1.1 1.1 0.3 3.5 0.0 0.0 0.2 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 49.3 49.3 17.1 50.6 50.6 42.5 63.1 23.5 23.5 30.8 7.9 7.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.3 49.3 17.1 50.6 50.6 42.5 63.1 23.5 23.5 30.8 7.9 7.9 LOS by Move: D D B D D D E C C C A A HCM2kAvgQ: 4 4 2 5 5 3 2 4 4 4 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 215 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #11: Henderson Ave & El Camino Real

Signal=Permit/Rights=Overlap
Final Vol: 90 54*** 120
Lanes: 1 0 0 1 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

72***

1 Cycle Time (sec): 130

0 108

0 Loss Time (sec): 9

1 950 2

Critical V/C: 0.531

2 1888***
1 Avg Crit Del (sec/veh): 15.7

0 9 0

Avg Delay (sec/veh): 19.6

1 151
LOS: B-

Lanes: 0 1 0 0 1
Final Vol: 52 68 95
Signal=Permit/Rights=Overlap

Street Name: Henderson Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 52 68 95 120 54 90 72 950 9 151 1888 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 68 95 120 54 90 72 950 9 151 1888 108 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 52 68 95 120 54 90 72 950 9 151 1888 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 68 95 120 54 90 72 950 9 151 1888 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 68 95 120 54 90 72 950 9 151 1888 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 68 95 120 54 90 72 950 9 151 1888 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.43 0.57 1.00 0.69 0.31 1.00 1.00 2.97 0.03 1.00 2.83 0.17 Final Sat.: 780 1020 1750 1241 559 1750 1750 5547 53 1750 5297 303 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.07 0.05 0.10 0.10 0.05 0.04 0.17 0.17 0.09 0.36 0.36 Crit Moves: **** **** **** Green Time: 23.7 23.7 56.3 23.7 23.7 33.7 10.1 64.7 64.7 32.6 87.3 87.3 Volume/Cap: 0.37 0.37 0.13 0.53 0.53 0.20 0.53 0.34 0.34 0.34 0.53 0.53 Uniform Del: 46.6 46.6 22.1 48.1 48.1 37.6 57.7 19.8 19.8 39.9 10.9 10.9 IncremntDel: 0.7 0.7 0.1 1.7 1.7 0.2 4.0 0.1 0.1 0.5 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.3 47.3 22.2 49.8 49.8 37.8 61.7 19.8 19.8 40.4 11.1 11.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.3 47.3 22.2 49.8 49.8 37.8 61.7 19.8 19.8 40.4 11.1 11.1 LOS by Move: D D C+ D D D+ E B- B- D B+ B+ HCM2kAvgQ: 5 5 2 7 7 3 3 8 8 5 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 216 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #11: Henderson Ave & El Camino Real

Signal=Permit/Rights=Overlap
Final Vol: 109 57*** 116
Lanes: 1 0 0 1 0

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

72***

1 Cycle Time (sec): 130

0 127

0 Loss Time (sec): 9

1 1023 2

Critical V/C: 0.529

2 1862***
1 Avg Crit Del (sec/veh): 15.7

0 9 0

Avg Delay (sec/veh): 19.6

1 152
LOS: B-

Lanes: 0 1 0 0 1
Final Vol: 54 66 94
Signal=Permit/Rights=Overlap

Street Name: Henderson Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 54 66 94 116 57 109 72 1023 9 152 1862 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 66 94 116 57 109 72 1023 9 152 1862 127 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 54 66 94 116 57 109 72 1023 9 152 1862 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 66 94 116 57 109 72 1023 9 152 1862 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 66 94 116 57 109 72 1023 9 152 1862 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 66 94 116 57 109 72 1023 9 152 1862 127 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.55 1.00 0.67 0.33 1.00 1.00 2.97 0.03 1.00 2.80 0.20 Final Sat.: 810 990 1750 1207 593 1750 1750 5551 49 1750 5242 358 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.07 0.05 0.10 0.10 0.06 0.04 0.18 0.18 0.09 0.36 0.36 Crit Moves: **** **** **** Green Time: 23.6 23.6 54.8 23.6 23.6 33.7 10.1 66.2 66.2 31.2 87.3 87.3 Volume/Cap: 0.37 0.37 0.13 0.53 0.53 0.24 0.53 0.36 0.36 0.36 0.53 0.53 Uniform Del: 46.6 46.6 23.0 48.2 48.2 38.0 57.7 19.2 19.2 41.1 10.9 10.9 IncremntDel: 0.7 0.7 0.1 1.6 1.6 0.3 3.9 0.1 0.1 0.5 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.3 47.3 23.1 49.8 49.8 38.3 61.5 19.3 19.3 41.7 11.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.3 47.3 23.1 49.8 49.8 38.3 61.5 19.3 19.3 41.7 11.0 11.0 LOS by Move: D D C D D D+ E B- B- D B+ B+ HCM2kAvgQ: 5 5 2 7 7 4 3 8 8 5 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 217 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #12: Halford Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 72 25 54***
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

59***

2 Cycle Time (sec): 130

1 65

0 Loss Time (sec): 12

0 672 2

Critical V/C: 0.477

3 1782***
1 Avg Crit Del (sec/veh): 17.7

0 32 0

Avg Delay (sec/veh): 20.6

2 109
LOS: C+

Lanes: 1 0 1 1 0
Final Vol: 60 24 124***
Signal=Protect/Rights=Include

Street Name: Halford Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 60 24 124 54 25 72 59 672 32 109 1782 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 24 124 54 25 72 59 672 32 109 1782 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 24 124 54 25 72 59 672 32 109 1782 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 24 124 54 25 72 59 672 32 109 1782 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 24 124 54 25 72 59 672 32 109 1782 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 24 124 54 25 72 59 672 32 109 1782 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.86 0.14 2.00 3.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 3150 5345 255 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.01 0.07 0.03 0.01 0.04 0.02 0.13 0.13 0.03 0.31 0.04 Crit Moves: **** **** **** **** Green Time: 11.2 19.0 19.0 8.3 16.0 16.0 7.0 63.5 63.5 27.2 83.8 92.0 Volume/Cap: 0.40 0.09 0.49 0.49 0.11 0.33 0.35 0.26 0.26 0.17 0.49 0.05 Uniform Del: 56.2 48.0 51.0 58.8 50.6 52.1 59.3 19.4 19.4 42.1 12.0 5.8 IncremntDel: 1.7 0.0 1.2 3.3 0.1 0.7 1.2 0.1 0.1 0.1 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 57.9 48.0 52.2 62.1 50.7 52.8 60.5 19.5 19.5 42.2 12.1 5.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.9 48.0 52.2 62.1 50.7 52.8 60.5 19.5 19.5 42.2 12.1 5.8 LOS by Move: E+ D D- E D D- E B- B- D B A HCM2kAvgQ: 3 1 5 3 1 3 1 5 5 2 12 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 218 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #12: Halford Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 72 64 108***
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

119***

2 Cycle Time (sec): 130

1 65

0 Loss Time (sec): 12

0 1221 2

Critical V/C: 0.568

3 1920***
1 Avg Crit Del (sec/veh): 24.1

0 78 0

Avg Delay (sec/veh): 25.5

2 222
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 63 70 139***
Signal=Protect/Rights=Include

Street Name: Halford Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 63 70 139 108 64 72 119 1221 78 222 1920 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 63 70 139 108 64 72 119 1221 78 222 1920 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 63 70 139 108 64 72 119 1221 78 222 1920 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 63 70 139 108 64 72 119 1221 78 222 1920 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 70 139 108 64 72 119 1221 78 222 1920 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 70 139 108 64 72 119 1221 78 222 1920 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.81 0.19 2.00 3.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 3150 5263 336 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.08 0.06 0.03 0.04 0.04 0.23 0.23 0.07 0.34 0.04 Crit Moves: **** **** **** **** Green Time: 13.3 18.2 18.2 14.1 19.0 19.0 8.6 65.7 65.7 20.0 77.1 91.2 Volume/Cap: 0.35 0.26 0.57 0.57 0.23 0.28 0.57 0.46 0.46 0.46 0.57 0.05 Uniform Del: 54.3 49.9 52.2 55.0 49.0 49.4 58.9 20.7 20.7 50.1 16.3 6.0 IncremntDel: 1.2 0.2 2.1 4.0 0.2 0.3 3.7 0.1 0.1 0.7 0.2 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 55.5 50.1 54.3 59.1 49.2 49.7 62.5 20.8 20.8 50.8 16.5 6.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.5 50.1 54.3 59.1 49.2 49.7 62.5 20.8 20.8 50.8 16.5 6.0 LOS by Move: E+ D D- E+ D D E C+ C+ D B A HCM2kAvgQ: 3 3 6 5 2 3 3 11 11 5 15 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 219 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #12: Halford Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 72 77 118***
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:

122***

2 Cycle Time (sec): 130

1 65

0 Loss Time (sec): 12

0 1300 2

Critical V/C: 0.580

3 1915***
1 Avg Crit Del (sec/veh): 25.3

0 68 0

Avg Delay (sec/veh): 26.5

2 231
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 61 71 148***
Signal=Protect/Rights=Include

Street Name: Halford Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 61 71 148 118 77 72 122 1300 68 231 1915 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 61 71 148 118 77 72 122 1300 68 231 1915 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 61 71 148 118 77 72 122 1300 68 231 1915 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 61 71 148 118 77 72 122 1300 68 231 1915 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 71 148 118 77 72 122 1300 68 231 1915 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 61 71 148 118 77 72 122 1300 68 231 1915 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.95 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.01 0.99 2.00 2.85 0.15 2.00 3.00 1.00 Final Sat.: 1750 1900 1750 1750 1911 1787 3150 5321 278 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.04 0.08 0.07 0.04 0.04 0.04 0.24 0.24 0.07 0.34 0.04 Crit Moves: **** **** **** **** Green Time: 14.0 18.9 18.9 15.1 20.0 20.0 8.7 64.6 64.6 19.4 75.3 90.4 Volume/Cap: 0.32 0.26 0.58 0.58 0.26 0.26 0.58 0.49 0.49 0.49 0.58 0.05 Uniform Del: 53.6 49.3 51.8 54.4 48.5 48.5 58.9 21.8 21.8 50.8 17.4 6.3 IncremntDel: 1.0 0.2 2.3 4.2 0.2 0.2 4.0 0.1 0.1 0.8 0.3 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 54.6 49.4 54.1 58.6 48.7 48.7 62.9 21.9 21.9 51.6 17.6 6.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.6 49.4 54.1 58.6 48.7 48.7 62.9 21.9 21.9 51.6 17.6 6.3 LOS by Move: D- D D- E+ D D E C+ C+ D- B A HCM2kAvgQ: 3 3 7 6 3 3 3 12 12 5 15 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 220 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-31
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #14: Ellis St & Middlefield Rd

Signal=Split/Rights=Overlap
Final Vol: 124 0 121***
Lanes: 1 0 0 0 2

Signal=Protect

Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

231***

1 Cycle Time (sec): 82

0 511***

0 Loss Time (sec): 9

1 364 2

Critical V/C: 0.510

1 521
0 Avg Crit Del (sec/veh): 18.0

0 0 0

Avg Delay (sec/veh): 15.0

0 0
LOS: B

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Split/Rights=Include

Street Name: Ellis St Middlefield Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 10 0 10 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 0 0 0 121 0 124 231 364 0 0 521 511 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 121 0 124 231 364 0 0 521 511 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 121 0 124 231 364 0 0 521 511 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 121 0 124 231 364 0 0 521 511 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 121 0 124 231 364 0 0 521 511 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 121 0 124 231 364 0 0 521 511 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 0.00 1.00 1.00 Final Sat.: 0 0 0 3150 0 1750 1750 3800 0 0 1899 1800 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.07 0.13 0.10 0.00 0.00 0.27 0.28 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 11.4 0.0 30.9 19.6 61.6 0.0 0.0 42.1 42.1 Volume/Cap: 0.00 0.00 0.00 0.28 0.00 0.19 0.55 0.13 0.00 0.00 0.53 0.55 Uniform Del: 0.0 0.0 0.0 31.6 0.0 17.1 27.4 2.8 0.0 0.0 13.4 13.6 IncremntDel: 0.0 0.0 0.0 0.3 0.0 0.1 1.6 0.0 0.0 0.0 0.3 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 32.0 0.0 17.2 29.0 2.8 0.0 0.0 13.7 13.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 32.0 0.0 17.2 29.0 2.8 0.0 0.0 13.7 13.9 LOS by Move: A A A C A B C A A A B B HCM2kAvgQ: 0 0 0 2 0 2 6 1 0 0 9 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 221 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-32
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #14: Ellis St & Middlefield Rd

Signal=Split/Rights=Overlap
Final Vol: 540*** 0 129
Lanes: 1 0 0 0 2

Signal=Protect

Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

719***

1 Cycle Time (sec): 82

0 647

0 Loss Time (sec): 9

1 687 2

Critical V/C: 1.224

1 721***
0 Avg Crit Del (sec/veh): 112.7

0 0 0

Avg Delay (sec/veh): 88.2

0 0
LOS: F

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Split/Rights=Include

Street Name: Ellis St Middlefield Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 10 0 10 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 0 0 0 129 0 540 719 687 0 0 721 647 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 129 0 540 719 687 0 0 721 647 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 129 0 540 719 687 0 0 721 647 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 129 0 540 719 687 0 0 721 647 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 129 0 540 719 687 0 0 721 647 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 129 0 540 719 687 0 0 721 647 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 0.00 1.03 0.97 Final Sat.: 0 0 0 3150 0 1750 1750 3800 0 0 1949 1749 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.31 0.41 0.18 0.00 0.00 0.37 0.37 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 20.7 0.0 48.2 27.5 52.3 0.0 0.0 24.8 24.8 Volume/Cap: 0.00 0.00 0.00 0.16 0.00 0.52 1.22 0.28 0.00 0.00 1.22 1.22 Uniform Del: 0.0 0.0 0.0 23.9 0.0 10.1 27.2 6.6 0.0 0.0 28.6 28.6 IncremntDel: 0.0 0.0 0.0 0.1 0.0 0.5 115.3 0.1 0.0 0.0 109 108.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 24.0 0.0 10.6 142.5 6.6 0.0 0.0 137 137.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 24.0 0.0 10.6 142.5 6.6 0.0 0.0 137 137.4 LOS by Move: A A A C A B+ F A A A F F HCM2kAvgQ: 0 0 0 2 0 9 40 4 0 0 36 36 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 222 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #14: Ellis St & Middlefield Rd

Signal=Split/Rights=Overlap
Final Vol: 535*** 0 121
Lanes: 1 0 0 0 2

Signal=Protect

Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

711***

1 Cycle Time (sec): 82

0 646

0 Loss Time (sec): 9

1 720 2

Critical V/C: 1.227

1 760***
0 Avg Crit Del (sec/veh): 114.2

0 0 0

Avg Delay (sec/veh): 88.9

0 0
LOS: F

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Split/Rights=Include

Street Name: Ellis St Middlefield Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 10 0 10 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 0 0 0 121 0 535 711 720 0 0 760 646 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 121 0 535 711 720 0 0 760 646 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 121 0 535 711 720 0 0 760 646 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 121 0 535 711 720 0 0 760 646 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 121 0 535 711 720 0 0 760 646 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 121 0 535 711 720 0 0 760 646 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 0.00 1.06 0.94 Final Sat.: 0 0 0 3150 0 1750 1750 3800 0 0 1999 1699 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.31 0.41 0.19 0.00 0.00 0.38 0.38 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 20.4 0.0 47.6 27.2 52.6 0.0 0.0 25.4 25.4 Volume/Cap: 0.00 0.00 0.00 0.15 0.00 0.53 1.23 0.30 0.00 0.00 1.23 1.23 Uniform Del: 0.0 0.0 0.0 24.0 0.0 10.4 27.4 6.5 0.0 0.0 28.3 28.3 IncremntDel: 0.0 0.0 0.0 0.1 0.0 0.5 116.8 0.1 0.0 0.0 110 110.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 24.1 0.0 10.9 144.2 6.6 0.0 0.0 138 138.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 24.1 0.0 10.9 144.2 6.6 0.0 0.0 138 138.3 LOS by Move: A A A C A B+ F A A A F F HCM2kAvgQ: 0 0 0 1 0 9 40 4 0 0 37 37 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 223 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #16: Mary Ave & Evelyn Ave

Signal=Protect/Rights=Include
Final Vol: 169 280 33***
Lanes: 0 1 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

207***

1 Cycle Time (sec): 134

0 263

0 Loss Time (sec): 12

1 157 1

Critical V/C: 0.561

1 467***
1 Avg Crit Del (sec/veh): 39.9

0 31 0

Avg Delay (sec/veh): 40.4

1 48
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 119 999*** 33
Signal=Protect/Rights=Include

Street Name: Mary Ave Evelyn Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 119 999 33 33 280 169 207 157 31 48 467 263 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 119 999 33 33 280 169 207 157 31 48 467 263 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 119 999 33 33 280 169 207 157 31 48 467 263 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 119 999 33 33 280 169 207 157 31 48 467 263 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 999 33 33 280 169 207 157 31 48 467 263 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 999 33 33 280 169 207 157 31 48 467 263 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 2.00 2.90 0.10 2.00 2.00 1.00 1.00 1.66 0.34 1.00 1.26 0.74 Final Sat.: 3150 5421 179 3150 3800 1750 1750 3089 610 1750 2366 1332 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.18 0.18 0.01 0.07 0.10 0.12 0.05 0.05 0.03 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 17.3 42.4 42.4 7.0 32.1 32.1 27.2 42.7 42.7 29.9 45.4 45.4 Volume/Cap: 0.29 0.58 0.58 0.20 0.31 0.40 0.58 0.16 0.16 0.12 0.58 0.58 Uniform Del: 52.8 38.4 38.4 60.8 41.9 42.9 48.3 32.8 32.8 41.6 36.5 36.5 IncremntDel: 0.4 0.5 0.5 0.6 0.1 0.2 2.5 0.1 0.1 0.1 0.7 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 53.2 38.9 38.9 61.4 42.0 43.2 50.7 32.8 32.8 41.7 37.2 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.2 38.9 38.9 61.4 42.0 43.2 50.7 32.8 32.8 41.7 37.2 37.2 LOS by Move: D- D+ D+ E D D D C- C- D D+ D+ HCM2kAvgQ: 3 12 12 1 5 6 9 3 3 2 12 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 224 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-35
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #16: Mary Ave & Evelyn Ave

Signal=Protect/Rights=Include
Final Vol: 445 602 104***
Lanes: 0 1 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

328***

1 Cycle Time (sec): 134

0 544***

0 Loss Time (sec): 12

1 414 1

Critical V/C: 0.895

1 467
1 Avg Crit Del (sec/veh): 55.9

0 50 0

Avg Delay (sec/veh): 49.4

1 62
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 119 1554*** 33
Signal=Protect/Rights=Include

Street Name: Mary Ave Evelyn Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 119 1554 33 104 602 445 328 414 50 62 467 544 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 119 1554 33 104 602 445 328 414 50 62 467 544 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 119 1554 33 104 602 445 328 414 50 62 467 544 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 119 1554 33 104 602 445 328 414 50 62 467 544 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 1554 33 104 602 445 328 414 50 62 467 544 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 1554 33 104 602 445 328 414 50 62 467 544 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 2.94 0.06 2.00 2.00 1.00 1.00 1.78 0.22 1.00 1.00 1.00 Final Sat.: 3150 5483 116 3150 3800 1750 1750 3301 399 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.28 0.28 0.03 0.16 0.25 0.19 0.13 0.13 0.04 0.25 0.31 Crit Moves: **** **** **** **** Green Time: 8.3 41.7 41.7 7.0 40.4 40.4 27.6 51.8 51.8 21.6 45.7 45.7 Volume/Cap: 0.61 0.91 0.91 0.63 0.53 0.84 0.91 0.32 0.32 0.22 0.72 0.91 Uniform Del: 61.3 44.4 44.4 62.2 38.8 43.8 52.0 28.9 28.9 48.9 38.5 42.2 IncremntDel: 5.5 7.6 7.6 7.7 0.3 5.4 26.4 0.1 0.1 0.4 1.8 11.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 66.8 52.0 52.0 70.0 39.1 49.3 78.4 29.0 29.0 49.3 40.4 53.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.8 52.0 52.0 70.0 39.1 49.3 78.4 29.0 29.0 49.3 40.4 53.3 LOS by Move: E D- D- E D D E- C C D D D- HCM2kAvgQ: 3 21 21 3 10 19 18 7 7 2 16 23 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 225 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-36
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #16: Mary Ave & Evelyn Ave

Signal=Protect/Rights=Include
Final Vol: 441 608 102***
Lanes: 0 1 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

319***

1 Cycle Time (sec): 134

0 554***

0 Loss Time (sec): 12

1 430 1

Critical V/C: 0.893

1 467
1 Avg Crit Del (sec/veh): 55.6

0 55 0

Avg Delay (sec/veh): 49.1

1 61
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 119 1546*** 33
Signal=Protect/Rights=Include

Street Name: Mary Ave Evelyn Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 119 1546 33 102 608 441 319 430 55 61 467 554 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 119 1546 33 102 608 441 319 430 55 61 467 554 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 119 1546 33 102 608 441 319 430 55 61 467 554 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 119 1546 33 102 608 441 319 430 55 61 467 554 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 1546 33 102 608 441 319 430 55 61 467 554 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 1546 33 102 608 441 319 430 55 61 467 554 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 2.93 0.07 2.00 2.00 1.00 1.00 1.77 0.23 1.00 1.00 1.00 Final Sat.: 3150 5483 117 3150 3800 1750 1750 3280 420 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.28 0.28 0.03 0.16 0.25 0.18 0.13 0.13 0.03 0.25 0.32 Crit Moves: **** **** **** **** Green Time: 8.3 41.5 41.5 7.0 40.2 40.2 26.8 52.5 52.5 20.9 46.6 46.6 Volume/Cap: 0.61 0.91 0.91 0.62 0.53 0.84 0.91 0.33 0.33 0.22 0.71 0.91 Uniform Del: 61.2 44.4 44.4 62.2 39.1 43.9 52.4 28.5 28.5 49.4 37.8 41.7 IncremntDel: 5.4 7.6 7.6 7.1 0.3 5.3 26.7 0.1 0.1 0.4 1.6 10.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 66.7 52.0 52.0 69.3 39.4 49.1 79.1 28.6 28.6 49.8 39.4 52.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.7 52.0 52.0 69.3 39.4 49.1 79.1 28.6 28.6 49.8 39.4 52.6 LOS by Move: E D- D- E D D E- C C D D D- HCM2kAvgQ: 3 21 21 3 10 19 17 7 7 2 16 24 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 226 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #17: Mary Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 31 325 24***
Lanes: 0 1 1 0 1

Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

90 0

Cycle Time (sec): 60

0 51

0 Loss Time (sec): 9

0 48 1!

Critical V/C: 0.480

1! 77***
0 Avg Crit Del (sec/veh): 12.3

0 25 0

Avg Delay (sec/veh): 13.4

0 77
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 29 978*** 48
Signal=Protect/Rights=Include

Street Name: Mary Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 29 978 48 24 325 31 90 48 25 77 77 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 978 48 24 325 31 90 48 25 77 77 51 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 29 978 48 24 325 31 90 48 25 77 77 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 978 48 24 325 31 90 48 25 77 77 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 978 48 24 325 31 90 48 25 77 77 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 978 48 24 325 31 90 48 25 77 77 51 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.90 0.10 1.00 1.82 0.18 0.56 0.29 0.15 0.37 0.38 0.25 Final Sat.: 1750 3527 173 1750 3378 322 966 515 268 657 657 435 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.28 0.28 0.01 0.10 0.10 0.09 0.09 0.09 0.12 0.12 0.12 Crit Moves: **** **** **** Green Time: 15.6 30.9 30.9 7.0 22.3 22.3 13.1 13.1 13.1 13.1 13.1 13.1 Volume/Cap: 0.06 0.54 0.54 0.12 0.26 0.26 0.43 0.43 0.43 0.54 0.54 0.54 Uniform Del: 16.7 9.7 9.7 23.7 13.1 13.1 20.2 20.2 20.2 20.8 20.8 20.8 IncremntDel: 0.1 0.3 0.3 0.3 0.1 0.1 0.8 0.8 0.8 1.5 1.5 1.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 16.7 10.1 10.1 24.0 13.2 13.2 21.0 21.0 21.0 22.3 22.3 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.7 10.1 10.1 24.0 13.2 13.2 21.0 21.0 21.0 22.3 22.3 22.3 LOS by Move: B B+ B+ C B B C+ C+ C+ C+ C+ C+ HCM2kAvgQ: 0 6 6 0 2 2 3 3 3 4 4 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 227 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-38
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #17: Mary Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 31 375 62***
Lanes: 0 1 1 0 1

Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

90 0

Cycle Time (sec): 60

0 125

0 Loss Time (sec): 9

0 162 1!

Critical V/C: 0.787

1! 141***
0 Avg Crit Del (sec/veh): 21.7

0 26 0

Avg Delay (sec/veh): 20.9

0 86
LOS: C+

Lanes: 1 0 1 1 0
Final Vol: 41 1505*** 96
Signal=Protect/Rights=Include

Street Name: Mary Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 41 1505 96 62 375 31 90 162 26 86 141 125 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 41 1505 96 62 375 31 90 162 26 86 141 125 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 41 1505 96 62 375 31 90 162 26 86 141 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 41 1505 96 62 375 31 90 162 26 86 141 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 41 1505 96 62 375 31 90 162 26 86 141 125 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 41 1505 96 62 375 31 90 162 26 86 141 125 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.88 0.12 1.00 1.84 0.16 0.32 0.59 0.09 0.24 0.40 0.36 Final Sat.: 1750 3478 222 1750 3417 282 567 1020 164 428 701 621 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.43 0.43 0.04 0.11 0.11 0.16 0.16 0.16 0.20 0.20 0.20 Crit Moves: **** **** **** Green Time: 15.3 30.0 30.0 7.0 21.8 21.8 14.0 14.0 14.0 14.0 14.0 14.0 Volume/Cap: 0.09 0.86 0.86 0.30 0.30 0.30 0.68 0.68 0.68 0.86 0.86 0.86 Uniform Del: 17.1 13.2 13.2 24.3 13.7 13.7 21.0 21.0 21.0 22.1 22.1 22.1 IncremntDel: 0.1 4.5 4.5 0.8 0.1 0.1 4.7 4.7 4.7 17.2 17.2 17.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 17.2 17.7 17.7 25.1 13.8 13.8 25.7 25.7 25.7 39.3 39.3 39.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.2 17.7 17.7 25.1 13.8 13.8 25.7 25.7 25.7 39.3 39.3 39.3 LOS by Move: B B B C B B C C C D D D HCM2kAvgQ: 1 13 13 1 3 3 7 7 7 10 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 228 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #17: Mary Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 31 388 56***
Lanes: 0 1 1 0 1

Signal=Permit

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

90 0

Cycle Time (sec): 60

0 107

0 Loss Time (sec): 9

0 172 1!

Critical V/C: 0.795

1! 152***
0 Avg Crit Del (sec/veh): 22.6

0 25 0

Avg Delay (sec/veh): 21.6

0 99
LOS: C+

Lanes: 1 0 1 1 0
Final Vol: 42 1520*** 104
Signal=Protect/Rights=Include

Street Name: Mary Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 42 1520 104 56 388 31 90 172 25 99 152 107 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 42 1520 104 56 388 31 90 172 25 99 152 107 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 42 1520 104 56 388 31 90 172 25 99 152 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 1520 104 56 388 31 90 172 25 99 152 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 1520 104 56 388 31 90 172 25 99 152 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 1520 104 56 388 31 90 172 25 99 152 107 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.87 0.13 1.00 1.85 0.15 0.31 0.60 0.09 0.28 0.42 0.30 Final Sat.: 1750 3463 237 1750 3426 274 549 1049 152 484 743 523 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.44 0.44 0.03 0.11 0.11 0.16 0.16 0.16 0.20 0.20 0.20 Crit Moves: **** **** **** Green Time: 15.2 30.0 30.0 7.0 21.8 21.8 14.0 14.0 14.0 14.0 14.0 14.0 Volume/Cap: 0.09 0.88 0.88 0.27 0.31 0.31 0.70 0.70 0.70 0.88 0.88 0.88 Uniform Del: 17.1 13.4 13.4 24.2 13.7 13.7 21.1 21.1 21.1 22.2 22.2 22.2 IncremntDel: 0.1 5.1 5.1 0.7 0.1 0.1 5.5 5.5 5.5 18.9 18.9 18.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 17.2 18.5 18.5 24.9 13.9 13.9 26.6 26.6 26.6 41.1 41.1 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.2 18.5 18.5 24.9 13.9 13.9 26.6 26.6 26.6 41.1 41.1 41.1 LOS by Move: B B- B- C B B C C C D D D HCM2kAvgQ: 1 13 13 1 3 3 7 7 7 11 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 229 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-40
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #18: Mary Ave & Remington Dr

Signal=Protect/Rights=Include
Final Vol: 82 344 107***
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

82***

1 Cycle Time (sec): 98

0 75

0 Loss Time (sec): 12

1 152 0

Critical V/C: 0.678

0 241***
1 Avg Crit Del (sec/veh): 32.9

0 43 0

Avg Delay (sec/veh): 31.7

1 113
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 64 497*** 64
Signal=Protect/Rights=Include

Street Name: Mary Ave Remington Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 64 497 64 107 344 82 82 152 43 113 241 75 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 497 64 107 344 82 82 152 43 113 241 75 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 497 64 107 344 82 82 152 43 113 241 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 497 64 107 344 82 82 152 43 113 241 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 497 64 107 344 82 82 152 43 113 241 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 497 64 107 344 82 82 152 43 113 241 75 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 0.89 0.11 1.00 0.81 0.19 1.00 0.78 0.22 1.00 0.76 0.24 Final Sat.: 1750 1595 205 1750 1454 346 1750 1403 397 1750 1373 427 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.31 0.31 0.06 0.24 0.24 0.05 0.11 0.11 0.06 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 12.5 44.9 44.9 8.8 41.3 41.3 7.0 19.5 19.5 12.8 25.3 25.3 Volume/Cap: 0.29 0.68 0.68 0.68 0.56 0.56 0.66 0.55 0.55 0.49 0.68 0.68 Uniform Del: 38.8 20.9 20.9 43.2 21.5 21.5 44.3 35.3 35.3 39.6 32.7 32.7 IncremntDel: 0.7 2.3 2.3 11.5 1.0 1.0 12.0 1.8 1.8 1.7 4.1 4.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 39.5 23.2 23.2 54.7 22.5 22.5 56.3 37.1 37.1 41.2 36.8 36.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 23.2 23.2 54.7 22.5 22.5 56.3 37.1 37.1 41.2 36.8 36.8 LOS by Move: D C C D- C+ C+ E+ D+ D+ D D+ D+ HCM2kAvgQ: 2 14 14 3 10 10 4 6 6 4 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 230 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #18: Mary Ave & Remington Dr

Signal=Protect/Rights=Include
Final Vol: 84 392 107***
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

126***

1 Cycle Time (sec): 98

0 101

0 Loss Time (sec): 12

1 218 0

Critical V/C: 0.901

0 251***
1 Avg Crit Del (sec/veh): 50.0

0 43 0

Avg Delay (sec/veh): 44.4

1 149
LOS: D

Lanes: 1 0 0 1 0
Final Vol: 66 572*** 259
Signal=Protect/Rights=Include

Street Name: Mary Ave Remington Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 66 572 259 107 392 84 126 218 43 149 251 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 66 572 259 107 392 84 126 218 43 149 251 101 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 66 572 259 107 392 84 126 218 43 149 251 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 572 259 107 392 84 126 218 43 149 251 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 572 259 107 392 84 126 218 43 149 251 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 572 259 107 392 84 126 218 43 149 251 101 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 0.69 0.31 1.00 0.82 0.18 1.00 0.84 0.16 1.00 0.71 0.29 Final Sat.: 1750 1239 561 1750 1482 318 1750 1503 297 1750 1284 516 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.46 0.46 0.06 0.26 0.26 0.07 0.15 0.15 0.09 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 12.1 50.0 50.0 7.0 44.9 44.9 7.8 18.3 18.3 10.7 21.2 21.2 Volume/Cap: 0.30 0.90 0.90 0.86 0.58 0.58 0.90 0.78 0.78 0.78 0.90 0.90 Uniform Del: 39.1 21.8 21.8 45.0 19.6 19.6 44.7 37.9 37.9 42.5 37.4 37.4 IncremntDel: 0.8 12.2 12.2 40.5 1.0 1.0 48.7 11.0 11.0 18.1 23.9 23.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 39.9 34.1 34.1 85.5 20.6 20.6 93.4 48.9 48.9 60.6 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 34.1 34.1 85.5 20.6 20.6 93.4 48.9 48.9 60.6 61.3 61.3 LOS by Move: D C- C- F C+ C+ F D D E E E HCM2kAvgQ: 2 22 22 4 11 11 7 10 10 7 15 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 231 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-42
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #18: Mary Ave & Remington Dr

Signal=Protect/Rights=Include
Final Vol: 84 407 107***
Lanes: 0 1 0 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

123***

1 Cycle Time (sec): 98

0 106

0 Loss Time (sec): 12

1 204 0

Critical V/C: 0.908

0 253***
1 Avg Crit Del (sec/veh): 51.0

0 43 0

Avg Delay (sec/veh): 44.9

1 161
LOS: D

Lanes: 1 0 0 1 0
Final Vol: 68 575*** 263
Signal=Protect/Rights=Include

Street Name: Mary Ave Remington Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 68 575 263 107 407 84 123 204 43 161 253 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 575 263 107 407 84 123 204 43 161 253 106 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 68 575 263 107 407 84 123 204 43 161 253 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 575 263 107 407 84 123 204 43 161 253 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 575 263 107 407 84 123 204 43 161 253 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 575 263 107 407 84 123 204 43 161 253 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 0.69 0.31 1.00 0.83 0.17 1.00 0.83 0.17 1.00 0.70 0.30 Final Sat.: 1750 1235 565 1750 1492 308 1750 1487 313 1750 1269 531 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.47 0.47 0.06 0.27 0.27 0.07 0.14 0.14 0.09 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 11.8 50.0 50.0 7.0 45.2 45.2 7.6 17.3 17.3 11.6 21.4 21.4 Volume/Cap: 0.32 0.91 0.91 0.86 0.59 0.59 0.91 0.78 0.78 0.78 0.91 0.91 Uniform Del: 39.4 22.0 22.0 45.0 19.6 19.6 44.9 38.5 38.5 41.9 37.4 37.4 IncremntDel: 0.9 13.1 13.1 40.5 1.1 1.1 51.6 11.3 11.3 16.6 25.0 25.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 40.3 35.1 35.1 85.5 20.7 20.7 96.5 49.8 49.8 58.5 62.4 62.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 35.1 35.1 85.5 20.7 20.7 96.5 49.8 49.8 58.5 62.4 62.4 LOS by Move: D D+ D+ F C+ C+ F D D E+ E E HCM2kAvgQ: 2 23 23 4 11 11 7 9 9 7 15 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 232 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #19: Mary Ave & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 155 210*** 107
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

151***

1 Cycle Time (sec): 139

0 162

0 Loss Time (sec): 12

1 373 2

Critical V/C: 0.530

2 913***
1 Avg Crit Del (sec/veh): 42.0

0 77 0

Avg Delay (sec/veh): 41.9

1 62
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 188*** 404 88
Signal=Protect/Rights=Include

Street Name: Mary Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 188 404 88 107 210 155 151 373 77 62 913 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 404 88 107 210 155 151 373 77 62 913 162 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 188 404 88 107 210 155 151 373 77 62 913 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 404 88 107 210 155 151 373 77 62 913 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 404 88 107 210 155 151 373 77 62 913 162 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 404 88 107 210 155 151 373 77 62 913 162 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.63 0.37 1.00 1.13 0.87 1.00 2.47 0.53 1.00 2.53 0.47 Final Sat.: 1750 3038 662 1750 2128 1570 1750 4641 958 1750 4755 844 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.13 0.13 0.06 0.10 0.10 0.09 0.08 0.08 0.04 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 28.2 37.0 37.0 17.0 25.9 25.9 22.6 44.9 44.9 28.1 50.3 50.3 Volume/Cap: 0.53 0.50 0.50 0.50 0.53 0.53 0.53 0.25 0.25 0.18 0.53 0.53 Uniform Del: 49.5 43.1 43.1 57.0 51.1 51.1 53.3 34.7 34.7 45.9 35.0 35.0 IncremntDel: 1.5 0.4 0.4 1.8 0.8 0.8 1.9 0.1 0.1 0.2 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 51.0 43.5 43.5 58.8 51.9 51.9 55.2 34.7 34.7 46.1 35.3 35.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.0 43.5 43.5 58.8 51.9 51.9 55.2 34.7 34.7 46.1 35.3 35.3 LOS by Move: D- D D E+ D- D- E+ C- C- D D+ D+ HCM2kAvgQ: 8 9 9 4 7 7 7 5 5 2 12 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 233 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-44
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #19: Mary Ave & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 473*** 303 162
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

806***

1 Cycle Time (sec): 139

0 420

0 Loss Time (sec): 12

1 735 2

Critical V/C: 1.236

2 1070***
1 Avg Crit Del (sec/veh): 170.6

0 104 0

Avg Delay (sec/veh): 122.9

1 93
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 231*** 739 115
Signal=Protect/Rights=Include

Street Name: Mary Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 231 739 115 162 303 473 806 735 104 93 1070 420 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 231 739 115 162 303 473 806 735 104 93 1070 420 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 231 739 115 162 303 473 806 735 104 93 1070 420 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 231 739 115 162 303 473 806 735 104 93 1070 420 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 739 115 162 303 473 806 735 104 93 1070 420 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 231 739 115 162 303 473 806 735 104 93 1070 420 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.95 Lanes: 1.00 1.72 0.28 1.00 1.00 1.00 1.00 2.61 0.39 1.00 2.12 0.88 Final Sat.: 1750 3201 498 1750 1900 1750 1750 4905 694 1750 4019 1578 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.23 0.23 0.09 0.16 0.27 0.46 0.15 0.15 0.05 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 14.8 32.3 32.3 13.0 30.4 30.4 51.8 60.3 60.3 21.4 29.9 29.9 Volume/Cap: 1.24 0.99 0.99 0.99 0.73 1.24 1.24 0.35 0.35 0.35 1.24 1.24 Uniform Del: 62.1 53.2 53.2 63.0 50.5 54.3 43.6 26.2 26.2 52.5 54.5 54.5 IncremntDel:143.4 29.0 29.0 68.4 2.6 119.4 119.0 0.1 0.1 0.8 113 113.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 205.5 82.2 82.2 131.4 53.1 173.7 162.6 26.3 26.3 53.3 168 167.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 205.5 82.2 82.2 131.4 53.1 173.7 162.6 26.3 26.3 53.3 168 167.9 LOS by Move: F F F F D- F F C C D- F F HCM2kAvgQ: 17 21 21 9 12 34 59 8 8 4 33 33 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 234 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-45
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #19: Mary Ave & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 501*** 311 168
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

804***

1 Cycle Time (sec): 139

0 415

0 Loss Time (sec): 12

1 744 2

Critical V/C: 1.254

2 1080***
1 Avg Crit Del (sec/veh): 178.2

0 107 0

Avg Delay (sec/veh): 126.1

1 129
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 232*** 736 107
Signal=Protect/Rights=Include

Street Name: Mary Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 232 736 107 168 311 501 804 744 107 129 1080 415 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 736 107 168 311 501 804 744 107 129 1080 415 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 232 736 107 168 311 501 804 744 107 129 1080 415 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 736 107 168 311 501 804 744 107 129 1080 415 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 736 107 168 311 501 804 744 107 129 1080 415 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 736 107 168 311 501 804 744 107 129 1080 415 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.95 Lanes: 1.00 1.74 0.26 1.00 1.00 1.00 1.00 2.61 0.39 1.00 2.14 0.86 Final Sat.: 1750 3230 470 1750 1900 1750 1750 4895 704 1750 4043 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.23 0.23 0.10 0.16 0.29 0.46 0.15 0.15 0.07 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 14.7 32.7 32.7 13.8 31.7 31.7 50.9 54.2 54.2 26.3 29.6 29.6 Volume/Cap: 1.25 0.97 0.97 0.97 0.72 1.25 1.25 0.39 0.39 0.39 1.25 1.25 Uniform Del: 62.2 52.7 52.7 62.4 49.5 53.6 44.0 30.5 30.5 49.3 54.7 54.7 IncremntDel:150.6 23.2 23.2 59.1 2.2 126.5 126.6 0.1 0.1 0.8 121 121.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 212.7 75.9 75.9 121.5 51.7 180.1 170.7 30.6 30.6 50.1 176 175.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 212.7 75.9 75.9 121.5 51.7 180.1 170.7 30.6 30.6 50.1 176 175.8 LOS by Move: F E- E- F D- F F C C D F F HCM2kAvgQ: 17 20 20 9 12 37 60 9 9 5 33 33 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 235 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-46
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #20: Mary Ave & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 74 93 204***
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

76***

1 Cycle Time (sec): 150

0 159

0 Loss Time (sec): 12

1 490 1

Critical V/C: 0.497

1 749***
1 Avg Crit Del (sec/veh): 37.8

0 139 0

Avg Delay (sec/veh): 36.6

1 83
LOS: D+

Lanes: 1 0 0 1 0
Final Vol: 95 108*** 44
Signal=Split/Rights=Include

Street Name: Mary Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:15 AM - 8:15 AM Base Vol: 95 108 44 204 93 74 76 490 139 83 749 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 108 44 204 93 74 76 490 139 83 749 159 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 108 44 204 93 74 76 490 139 83 749 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 108 44 204 93 74 76 490 139 83 749 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 108 44 204 93 74 76 490 139 83 749 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 108 44 204 93 74 76 490 139 83 749 159 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.71 0.29 1.38 0.62 1.00 1.00 1.55 0.45 1.00 1.64 0.36 Final Sat.: 1750 1279 521 2438 1112 1750 1750 2882 817 1750 3052 648 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.08 0.08 0.08 0.04 0.04 0.17 0.17 0.05 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 25.5 25.5 25.5 25.3 25.3 38.4 13.1 68.2 68.2 19.0 74.1 74.1 Volume/Cap: 0.32 0.50 0.50 0.50 0.50 0.17 0.50 0.37 0.37 0.37 0.50 0.50 Uniform Del: 54.6 56.4 56.4 56.6 56.6 43.4 65.3 26.9 26.9 60.0 25.4 25.4 IncremntDel: 0.6 1.3 1.3 0.7 0.7 0.2 2.5 0.1 0.1 1.1 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 55.3 57.7 57.7 57.2 57.2 43.5 67.8 27.0 27.0 61.1 25.7 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.3 57.7 57.7 57.2 57.2 43.5 67.8 27.0 27.0 61.1 25.7 25.7 LOS by Move: E+ E+ E+ E+ E+ D E C C E C C HCM2kAvgQ: 4 7 7 6 6 3 4 9 9 4 14 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 236 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-47
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #20: Mary Ave & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 207 93*** 213
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

239***

1 Cycle Time (sec): 150

0 472

0 Loss Time (sec): 12

1 864 1

Critical V/C: 0.695

1 756***
1 Avg Crit Del (sec/veh): 44.5

0 139 0

Avg Delay (sec/veh): 37.5

1 83
LOS: D+

Lanes: 1 0 0 1 0
Final Vol: 95 108*** 44
Signal=Split/Rights=Include

Street Name: Mary Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:15 AM - 8:15 AM Base Vol: 95 108 44 213 93 207 239 864 139 83 756 472 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 108 44 213 93 207 239 864 139 83 756 472 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 108 44 213 93 207 239 864 139 83 756 472 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 108 44 213 93 207 239 864 139 83 756 472 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 108 44 213 93 207 239 864 139 83 756 472 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 108 44 213 93 207 239 864 139 83 756 472 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.71 0.29 1.40 0.60 1.00 1.00 1.72 0.28 1.00 1.21 0.79 Final Sat.: 1750 1279 521 2471 1079 1750 1750 3187 513 1750 2277 1421 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.08 0.09 0.09 0.12 0.14 0.27 0.27 0.05 0.33 0.33 Crit Moves: **** **** **** **** Green Time: 18.2 18.2 18.2 18.6 18.6 48.1 29.5 86.1 86.1 15.1 71.7 71.7 Volume/Cap: 0.45 0.69 0.69 0.69 0.69 0.37 0.69 0.47 0.47 0.47 0.69 0.69 Uniform Del: 61.2 63.2 63.2 63.0 63.0 39.3 56.1 18.7 18.7 63.7 30.6 30.6 IncremntDel: 1.5 9.3 9.3 4.8 4.8 0.4 6.1 0.2 0.2 2.0 1.2 1.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 62.7 72.5 72.5 67.8 67.8 39.7 62.1 18.8 18.8 65.7 31.8 31.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.7 72.5 72.5 67.8 67.8 39.7 62.1 18.8 18.8 65.7 31.8 31.8 LOS by Move: E E E E E D E B- B- E C C HCM2kAvgQ: 5 8 8 7 7 7 11 13 13 4 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 237 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-48
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #20: Mary Ave & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 244 93 220***
Lanes: 1 0 0 1 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:

205***

1 Cycle Time (sec): 150

0 514

0 Loss Time (sec): 12

1 895 1

Critical V/C: 0.686

1 749***
1 Avg Crit Del (sec/veh): 42.8

0 139 0

Avg Delay (sec/veh): 36.8

1 83
LOS: D+

Lanes: 1 0 0 1 0
Final Vol: 95 108*** 44
Signal=Split/Rights=Include

Street Name: Mary Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:15 AM - 8:15 AM Base Vol: 95 108 44 220 93 244 205 895 139 83 749 514 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 108 44 220 93 244 205 895 139 83 749 514 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 108 44 220 93 244 205 895 139 83 749 514 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 108 44 220 93 244 205 895 139 83 749 514 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 108 44 220 93 244 205 895 139 83 749 514 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 108 44 220 93 244 205 895 139 83 749 514 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.71 0.29 1.41 0.59 1.00 1.00 1.72 0.28 1.00 1.16 0.84 Final Sat.: 1750 1279 521 2495 1055 1750 1750 3202 497 1750 2193 1505 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.08 0.09 0.09 0.14 0.12 0.28 0.28 0.05 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 18.5 18.5 18.5 19.3 19.3 44.9 25.6 85.7 85.7 14.5 74.7 74.7 Volume/Cap: 0.44 0.69 0.69 0.69 0.69 0.47 0.69 0.49 0.49 0.49 0.69 0.69 Uniform Del: 61.0 63.0 63.0 62.5 62.5 42.8 58.4 19.1 19.1 64.2 28.7 28.7 IncremntDel: 1.4 8.7 8.7 4.3 4.3 0.7 6.5 0.2 0.2 2.2 1.1 1.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 62.4 71.7 71.7 66.8 66.8 43.5 64.9 19.3 19.3 66.4 29.8 29.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.4 71.7 71.7 66.8 66.8 43.5 64.9 19.3 19.3 66.4 29.8 29.8 LOS by Move: E E E E E D E B- B- E C C HCM2kAvgQ: 5 8 8 7 7 9 9 14 14 4 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 238 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-49
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #21: SR 85 SB Ramps & Fremont Ave

Signal=Split/Rights=Include
Final Vol: 416*** 0 241
Lanes: 1 0 0 1 0

Signal=Permit

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 70

0 0

0 Loss Time (sec): 9

0 817*** 2

Critical V/C: 0.840

2 1112
1 Avg Crit Del (sec/veh): 31.5

0 323 0

Avg Delay (sec/veh): 23.3

1 508***
LOS: C

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Split/Rights=Include

Street Name: SR 85 SB Ramps Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 241 0 416 0 817 323 508 1112 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 241 0 416 0 817 323 508 1112 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 241 0 416 0 817 323 508 1112 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 241 0 416 0 817 323 508 1112 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 241 0 416 0 817 323 508 1112 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 241 0 416 0 817 323 508 1112 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.12 0.88 1.00 2.00 0.00 Final Sat.: 0 0 0 1800 0 1750 0 4011 1586 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.24 0.00 0.20 0.20 0.29 0.29 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 19.8 0.0 19.8 0.0 17.0 17.0 24.2 41.2 0.0 Volume/Cap: 0.00 0.00 0.00 0.47 0.00 0.84 0.00 0.84 0.84 0.84 0.50 0.00 Uniform Del: 0.0 0.0 0.0 20.8 0.0 23.6 0.0 25.2 25.2 21.1 8.4 0.0 IncremntDel: 0.0 0.0 0.0 0.7 0.0 12.1 0.0 4.8 4.8 10.2 0.2 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 21.5 0.0 35.7 0.0 30.1 30.1 31.3 8.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 21.5 0.0 35.7 0.0 30.1 30.1 31.3 8.6 0.0 LOS by Move: A A A C+ A D+ A C C C A A HCM2kAvgQ: 0 0 0 5 0 12 0 11 11 14 7 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 239 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-50
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #21: SR 85 SB Ramps & Fremont Ave

Signal=Split/Rights=Include
Final Vol: 460*** 3 342
Lanes: 1 0 0 1 0

Signal=Permit

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 70

0 0

0 Loss Time (sec): 9

0 1056*** 2

Critical V/C: 1.199

2 1181
1 Avg Crit Del (sec/veh): 126.2

0 451 0

Avg Delay (sec/veh): 87.6

1 897***
LOS: F

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Split/Rights=Include

Base Vol: 0 0 0 342 3 460 0 1056 451 897 1181 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 342 3 460 0 1056 451 897 1181 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 342 3 460 0 1056 451 897 1181 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 342 3 460 0 1056 451 897 1181 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 342 3 460 0 1056 451 897 1181 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 342 3 460 0 1056 451 897 1181 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.99 0.01 1.00 0.00 2.07 0.93 1.00 2.00 0.00 Final Sat.: 0 0 0 1784 16 1750 0 3922 1675 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.19 0.19 0.26 0.00 0.27 0.27 0.51 0.31 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 15.3 15.3 15.3 0.0 15.7 15.7 29.9 45.7 0.0 Volume/Cap: 0.00 0.00 0.00 0.87 0.87 1.20 0.00 1.20 1.20 1.20 0.48 0.00 Uniform Del: 0.0 0.0 0.0 26.4 26.4 27.3 0.0 27.1 27.1 20.0 6.1 0.0 IncremntDel: 0.0 0.0 0.0 19.0 19.0 112.1 0.0 97.4 97.4 102.2 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 45.3 45.3 139.4 0.0 125 124.5 122.2 6.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 45.3 45.3 139.4 0.0 125 124.5 122.2 6.3 0.0 LOS by Move: A A A D D F A F F F A A HCM2kAvgQ: 0 0 0 11 11 24 0 25 25 44 7 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 240 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-51
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #21: SR 85 SB Ramps & Fremont Ave

Signal=Split/Rights=Include
Final Vol: 460*** 3 365
Lanes: 1 0 0 1 0

Signal=Permit

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol:

0 0

Cycle Time (sec): 70

0 0

0 Loss Time (sec): 9

0 1058*** 2

Critical V/C: 1.201

2 1181
1 Avg Crit Del (sec/veh): 127.3

0 452 0

Avg Delay (sec/veh): 89.0

1 900***
LOS: F

Lanes: 0 0 0 0 0
Final Vol: 0 0 0
Signal=Split/Rights=Include

Base Vol: 0 0 0 365 3 460 0 1058 452 900 1181 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 365 3 460 0 1058 452 900 1181 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 365 3 460 0 1058 452 900 1181 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 365 3 460 0 1058 452 900 1181 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 365 3 460 0 1058 452 900 1181 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 365 3 460 0 1058 452 900 1181 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.99 0.01 1.00 0.00 2.07 0.93 1.00 2.00 0.00 Final Sat.: 0 0 0 1785 15 1750 0 3922 1675 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.20 0.20 0.26 0.00 0.27 0.27 0.51 0.31 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 15.3 15.3 15.3 0.0 15.7 15.7 30.0 45.7 0.0 Volume/Cap: 0.00 0.00 0.00 0.93 0.93 1.20 0.00 1.20 1.20 1.20 0.48 0.00 Uniform Del: 0.0 0.0 0.0 26.8 26.8 27.3 0.0 27.1 27.1 20.0 6.1 0.0 IncremntDel: 0.0 0.0 0.0 29.3 29.3 113.1 0.0 98.5 98.5 103.2 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 56.1 56.1 140.4 0.0 126 125.6 123.2 6.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 56.1 56.1 140.4 0.0 126 125.6 123.2 6.3 0.0 LOS by Move: A A A E+ E+ F A F F F A A HCM2kAvgQ: 0 0 0 13 13 24 0 25 25 44 7 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 241 of 557 ends

Sunnyvale City CouncilJune 28, 2022

Sunnyvale City Council
June 28, 2022