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

COMPARE Fri Aug 28 14:45:59 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 no ECRSP PM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 353 3292*** 922
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

415***

2 Cycle Time (sec): 190

1 287

0 Loss Time (sec): 12

0 609 2

Critical V/C: 1.181

2 745***
0 Avg Crit Del (sec/veh): 143.4

0 713 1

Avg Delay (sec/veh): 126.8

2 214
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 352*** 1904 202
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 17 90 90 27 100 100 15 35 35 14 34 34 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 4:45 - 5:45 PM Base Vol: 352 2350 202 922 4572 353 415 609 713 214 745 287 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: 352 2350 202 922 4572 353 415 609 713 214 745 287 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: 352 2350 202 922 4572 353 415 609 713 214 745 287 User Adj: 1.00 0.81 1.00 1.00 0.72 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: 352 1904 202 922 3292 353 415 609 713 214 745 287 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 1904 202 922 3292 353 415 609 713 214 745 287 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: 352 1904 202 922 3292 353 415 609 713 214 745 287 ------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.33 0.12 0.29 0.58 0.20 0.13 0.16 0.41 0.07 0.20 0.16 Crit Moves: **** **** **** **** Green Time: 26.6 90.0 104.0 36.6 100 117.4 17.4 37.4 64.0 14.0 34.0 70.6 Volume/Cap: 1.44 0.71 0.21 1.52 1.10 0.33 1.44 0.81 1.21 0.92 1.10 0.44 Uniform Del: 81.7 39.5 22.0 76.7 45.0 17.4 86.3 73.0 63.0 87.5 78.0 44.9 IncremntDel:218.6 0.9 0.1 242.4 49.7 0.2 215.6 6.8 109.5 38.3 63.6 0.5 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 0.80 0.69 1.00 1.27 1.43 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 300.3 32.7 15.2 319.4 107 25.0 301.9 79.8 172.5 125.8 142 45.4 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: 300.3 32.7 15.2 319.4 107 25.0 301.9 79.8 172.5 125.8 142 45.4 LOS by Move: F C- B F F C F E- F F F D HCM2kAvgQ: 36 24 4 53 71 14 24 17 61 8 27 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 522 of 557 ends

COMPARE Fri Aug 28 14:45:59 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)
Cumulative PM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 353 3332*** 917
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/13/2018 Rights=Overlap Lanes: Final Vol:

409***

2 Cycle Time (sec): 190

1 291

0 Loss Time (sec): 12

0 628 2

Critical V/C: 1.187

2 757***
0 Avg Crit Del (sec/veh): 146.4

0 692 1

Avg Delay (sec/veh): 126.7

2 223
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 348*** 1936 202
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 17 90 90 27 100 100 15 35 35 14 34 34 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 4:45 - 5:45 PM Base Vol: 348 2390 202 917 4628 353 409 628 692 223 757 291 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: 348 2390 202 917 4628 353 409 628 692 223 757 291 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: 348 2390 202 917 4628 353 409 628 692 223 757 291 User Adj: 1.00 0.81 1.00 1.00 0.72 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: 348 1936 202 917 3332 353 409 628 692 223 757 291 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 348 1936 202 917 3332 353 409 628 692 223 757 291 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: 348 1936 202 917 3332 353 409 628 692 223 757 291 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.20 0.34 0.12 0.29 0.58 0.20 0.13 0.17 0.40 0.07 0.20 0.17 Crit Moves: **** **** **** **** Green Time: 26.6 90.0 104.0 36.6 100 117.4 17.4 37.4 64.0 14.0 34.0 70.6 Volume/Cap: 1.42 0.72 0.21 1.51 1.11 0.33 1.42 0.84 1.17 0.96 1.11 0.45 Uniform Del: 81.7 39.9 22.0 76.7 45.0 17.4 86.3 73.4 63.0 87.7 78.0 45.0 IncremntDel:210.9 0.9 0.1 238.2 55.3 0.2 207.9 8.4 95.3 47.7 69.9 0.5 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 0.80 0.69 1.00 1.27 1.43 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 292.6 33.0 15.2 315.2 113 25.1 294.2 81.9 158.3 135.5 148 45.5 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: 292.6 33.0 15.2 315.2 113 25.1 294.2 81.9 158.3 135.5 148 45.5 LOS by Move: F C- B F F C F F F F F D HCM2kAvgQ: 35 24 4 53 73 14 23 18 57 9 28 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 523 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-307
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 PM
Intersection #5625: LAWRENCE EXPWY/HOMESTEAD RD

Signal=Protect/Rights=Overlap
Final Vol: 290 2309 210***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/15/2018 Rights=Overlap Lanes: Final Vol:

361

2 Cycle Time (sec): 188

1 178

0 Loss Time (sec): 12

0 698*** 2

Critical V/C: 0.624

2 422
0 Avg Crit Del (sec/veh): 67.0

0 353 1

Avg Delay (sec/veh): 65.9

2 325***
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 145 1315*** 337
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 14 85 85 20 91 91 22 42 42 17 37 37 Y+R: 6.4 6.2 6.2 5.9 6.2 6.2 6.1 6.0 6.0 5.8 5.9 5.9 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2018 << 5:00 - 6:00 PM Base Vol: 145 1708 337 210 2960 290 361 698 353 325 422 178 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: 145 1708 337 210 2960 290 361 698 353 325 422 178 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: 145 1708 337 210 2960 290 361 698 353 325 422 178 User Adj: 1.00 0.77 1.00 1.00 0.78 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: 145 1315 337 210 2309 290 361 698 353 325 422 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 145 1315 337 210 2309 290 361 698 353 325 422 178 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: 145 1315 337 210 2309 290 361 698 353 325 422 178 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.23 0.19 0.07 0.41 0.17 0.11 0.18 0.20 0.10 0.11 0.10 Crit Moves: **** **** **** **** Green Time: 14.0 85.0 110.5 20.0 91.0 117.5 26.5 45.5 59.5 25.5 44.5 64.5 Volume/Cap: 0.62 0.51 0.33 0.63 0.84 0.27 0.81 0.76 0.64 0.76 0.47 0.30 Uniform Del: 84.4 36.7 19.8 80.4 42.1 15.9 78.4 66.2 55.0 78.3 61.6 45.1 IncremntDel: 4.9 0.2 0.2 3.7 2.4 0.1 11.0 3.7 2.5 7.7 0.4 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: 1.05 1.55 1.95 1.08 1.63 2.11 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 93.9 57.0 38.8 90.5 70.8 33.6 89.4 69.9 57.5 86.0 62.0 45.4 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: 93.9 57.0 38.8 90.5 70.8 33.6 89.4 69.9 57.5 86.0 62.0 45.4 LOS by Move: F E+ D+ F E C- F E E+ F E D HCM2kAvgQ: 5 22 17 7 42 14 12 18 18 12 10 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 524 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-308
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 PM
Intersection #5625: LAWRENCE EXPWY/HOMESTEAD RD

Signal=Protect/Rights=Overlap
Final Vol: 441 3064*** 313
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/15/2018 Rights=Overlap Lanes: Final Vol:

450

2 Cycle Time (sec): 188

1 264

0 Loss Time (sec): 12

0 972*** 3

Critical V/C: 1.133

3 559
0 Avg Crit Del (sec/veh): 167.5

0 469 1

Avg Delay (sec/veh): 117.5

2 636***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 475*** 2139 657
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 14 85 85 20 91 91 22 42 42 17 37 37 Y+R: 6.4 6.2 6.2 5.9 6.2 6.2 6.1 6.0 6.0 5.8 5.9 5.9 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2018 << 5:00 - 6:00 PM Base Vol: 475 2778 657 313 3928 441 450 972 469 636 559 264 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: 475 2778 657 313 3928 441 450 972 469 636 559 264 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: 475 2778 657 313 3928 441 450 972 469 636 559 264 User Adj: 1.00 0.77 1.00 1.00 0.78 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: 475 2139 657 313 3064 441 450 972 469 636 559 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 475 2139 657 313 3064 441 450 972 469 636 559 264 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: 475 2139 657 313 3064 441 450 972 469 636 559 264 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.38 0.38 0.10 0.54 0.25 0.14 0.17 0.27 0.20 0.10 0.15 Crit Moves: **** **** **** **** Green Time: 18.4 88.5 113.2 20.8 91.0 119.0 28.0 42.0 60.4 24.6 38.6 59.4 Volume/Cap: 1.54 0.80 0.62 0.90 1.11 0.40 0.96 0.76 0.83 1.54 0.48 0.48 Uniform Del: 84.8 42.1 23.8 82.5 48.5 16.9 79.4 68.3 59.2 81.7 65.8 51.8 IncremntDel:259.5 1.7 1.2 24.5 55.6 0.2 31.1 2.8 10.4 255.8 0.3 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: 1.07 1.59 2.01 1.08 1.63 2.15 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 350.5 68.8 49.1 113.8 134 36.6 110.5 71.1 69.6 337.4 66.1 52.4 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: 350.5 68.8 49.1 113.8 134 36.6 110.5 71.1 69.6 337.4 66.1 52.4 LOS by Move: F E D F F D+ F E E F E D- HCM2kAvgQ: 28 37 35 10 67 22 17 17 27 39 9 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 525 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-309
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 PM
Intersection #5625: LAWRENCE EXPWY/HOMESTEAD RD

Signal=Protect/Rights=Overlap
Final Vol: 419 3072*** 335
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/15/2018 Rights=Overlap Lanes: Final Vol:

453

2 Cycle Time (sec): 188

1 269

0 Loss Time (sec): 12

0 996*** 3

Critical V/C: 1.161

3 570
0 Avg Crit Del (sec/veh): 178.7

0 428 1

Avg Delay (sec/veh): 124.0

2 656***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 519*** 2141 642
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 14 85 85 20 91 91 22 42 42 17 37 37 Y+R: 6.4 6.2 6.2 5.9 6.2 6.2 6.1 6.0 6.0 5.8 5.9 5.9 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 15 Nov 2018 << 5:00 - 6:00 PM Base Vol: 519 2780 642 335 3938 419 453 996 428 656 570 269 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: 519 2780 642 335 3938 419 453 996 428 656 570 269 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: 519 2780 642 335 3938 419 453 996 428 656 570 269 User Adj: 1.00 0.77 1.00 1.00 0.78 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: 519 2141 642 335 3072 419 453 996 428 656 570 269 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 519 2141 642 335 3072 419 453 996 428 656 570 269 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: 519 2141 642 335 3072 419 453 996 428 656 570 269 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.38 0.37 0.11 0.54 0.24 0.14 0.17 0.24 0.21 0.10 0.15 Crit Moves: **** **** **** **** Green Time: 19.0 89.0 113.0 21.0 91.0 118.9 27.9 42.0 61.0 24.0 38.1 59.1 Volume/Cap: 1.63 0.79 0.61 0.95 1.11 0.38 0.97 0.78 0.75 1.63 0.49 0.49 Uniform Del: 84.5 41.7 23.6 83.0 48.5 16.7 79.7 68.7 56.8 82.0 66.4 52.2 IncremntDel:297.8 1.7 1.1 36.1 56.7 0.2 33.9 3.2 5.7 295.0 0.3 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: 1.07 1.60 2.01 1.08 1.63 2.15 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 388.7 68.4 48.4 126.0 136 36.1 113.5 71.9 62.5 377.0 66.7 52.9 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: 388.7 68.4 48.4 126.0 136 36.1 113.5 71.9 62.5 377.0 66.7 52.9 LOS by Move: F E D F F D+ F E E F E D- HCM2kAvgQ: 32 37 34 11 67 20 17 18 23 42 10 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 526 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg AM
Intersection #5: Pastoria Ave & El Camino Real

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

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: 1.010

2 1331***
1 Avg Crit Del (sec/veh): 82.5

0 70 0

Avg Delay (sec/veh): 62.0

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

Vol/Sat: 0.10 0.22 0.37 0.06 0.12 0.12 0.21 0.28 0.28 0.07 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 28.4 50.9 50.9 8.9 31.4 60.9 29.5 54.8 54.8 13.4 38.7 38.7 Volume/Cap: 0.52 0.60 1.01 1.01 0.52 0.28 1.01 0.73 0.73 0.73 1.01 1.01 Uniform Del: 49.7 36.2 44.5 65.6 47.6 25.5 55.3 36.2 36.2 61.5 50.6 50.6 IncremntDel: 1.3 0.6 30.4 66.3 1.1 0.2 49.5 1.3 1.3 8.6 25.4 25.4 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: 51.0 36.8 74.9 131.9 48.7 25.7 104.8 37.5 37.5 70.2 76.0 76.0 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: 51.0 36.8 74.9 131.9 48.7 25.7 104.8 37.5 37.5 70.2 76.0 76.0 LOS by Move: D- D+ E F D C F D+ D+ E E- E- HCM2kAvgQ: 8 15 37 9 9 6 20 19 19 6 26 26 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 527 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #5: Pastoria Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 387 518 386***
Lanes: 1 0 1 0 2

Signal=Protect

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

204

1 Cycle Time (sec): 150

0 138

0 Loss Time (sec): 12

1 2181*** 2

Critical V/C: 1.103

2 2080
1 Avg Crit Del (sec/veh): 113.1

0 189 0

Avg Delay (sec/veh): 85.5

2 632***
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 140 251 469***
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 << 5:00 PM - 6:00 PM Base Vol: 140 251 469 386 518 387 204 2181 189 632 2080 138 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: 140 251 469 386 518 387 204 2181 189 632 2080 138 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: 140 251 469 386 518 387 204 2181 189 632 2080 138 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: 140 251 469 386 518 387 204 2181 189 632 2080 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 251 469 386 518 387 204 2181 189 632 2080 138 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: 140 251 469 386 518 387 204 2181 189 632 2080 138 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.98 0.95 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 2.75 0.25 2.00 2.81 0.19 Final Sat.: 1750 1900 1750 3150 1900 1750 1750 5153 447 3150 5251 348 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.13 0.27 0.12 0.27 0.22 0.12 0.42 0.42 0.20 0.40 0.40 Crit Moves: **** **** **** **** Green Time: 12.1 36.5 36.5 16.7 41.1 60.4 19.3 57.6 57.6 27.3 65.6 65.6 Volume/Cap: 1.00 0.54 1.10 1.10 1.00 0.55 0.91 1.10 1.10 1.10 0.91 0.91 Uniform Del: 68.9 49.5 56.8 66.7 54.4 34.4 64.5 46.2 46.2 61.4 39.3 39.3 IncremntDel: 74.5 0.5 66.7 78.6 38.3 0.9 35.6 53.9 53.9 68.8 5.4 5.4 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: 143.4 50.0 123.5 145.3 92.6 35.3 100.0 100 100.1 130.2 44.7 44.7 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: 143.4 50.0 123.5 145.3 92.6 35.3 100.0 100 100.1 130.2 44.7 44.7 LOS by Move: F D F F F D+ F F F F D D HCM2kAvgQ: 11 10 33 17 29 15 10 46 46 22 32 32 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 528 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg 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***

3 Cycle Time (sec): 170

1 675***

0 Loss Time (sec): 12

0 1168 2

Critical V/C: 1.051

3 981
1 Avg Crit Del (sec/veh): 101.2

0 328 0

Avg Delay (sec/veh): 77.4

1 70
LOS: E-

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 0.80 0.99 0.95 0.92 1.00 0.92 Lanes: 2.00 2.83 0.17 2.00 3.00 1.00 3.00 2.32 0.68 1.00 3.00 1.00 Final Sat.: 3150 5297 302 3150 5700 1750 4551 4371 1227 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.27 0.38 0.38 0.12 0.06 0.12 0.21 0.27 0.27 0.04 0.17 0.39 Crit Moves: **** **** **** **** Green Time: 65.9 61.5 61.5 19.9 15.6 49.6 34.1 66.3 66.3 10.2 42.5 62.4 Volume/Cap: 0.70 1.05 1.05 1.05 0.70 0.40 1.05 0.68 0.68 0.67 0.69 1.05 Uniform Del: 43.7 54.2 54.2 75.0 74.9 48.2 68.0 43.1 43.1 78.2 57.8 53.8 IncremntDel: 1.8 35.0 35.0 60.9 4.2 0.5 44.1 0.9 0.9 15.0 1.4 49.7 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: 45.6 89.2 89.2 135.9 79.1 48.7 112.1 44.1 44.1 93.2 59.2 103.5 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: 45.6 89.2 89.2 135.9 79.1 48.7 112.1 44.1 44.1 93.2 59.2 103.5 LOS by Move: D F F F E- D F D D F E+ F HCM2kAvgQ: 22 44 44 15 6 9 24 21 21 4 15 44 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 529 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg PM
Intersection #6: Mathilda Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 928*** 2075 644
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/9/2016 Rights=Overlap Lanes: Final Vol:

519

3 Cycle Time (sec): 160

1 475

0 Loss Time (sec): 12

0 1777*** 2

Critical V/C: 1.108

3 1268
1 Avg Crit Del (sec/veh): 107.4

0 404 0

Avg Delay (sec/veh): 76.6

1 134***
LOS: E-

Lanes: 2 0 2 1 0
Final Vol: 448*** 696 78
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: 9 Nov 2016 << 5:00 PM - 6:00 PM Base Vol: 448 696 78 644 2075 928 519 1777 404 134 1268 475 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: 448 696 78 644 2075 928 519 1777 404 134 1268 475 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: 448 696 78 644 2075 928 519 1777 404 134 1268 475 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: 448 696 78 644 2075 928 519 1777 404 134 1268 475 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 448 696 78 644 2075 928 519 1777 404 134 1268 475 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: 448 696 78 644 2075 928 519 1777 404 134 1268 475 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 1.00 0.92 0.80 0.99 0.95 0.92 1.00 0.92 Lanes: 2.00 2.69 0.31 2.00 3.00 1.00 3.00 2.42 0.58 1.00 3.00 1.00 Final Sat.: 3150 5035 564 3150 5700 1750 4551 4561 1037 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.14 0.14 0.20 0.36 0.53 0.11 0.39 0.39 0.08 0.22 0.27 Crit Moves: **** **** **** **** Green Time: 20.5 32.5 32.5 48.1 60.1 82.9 22.8 56.3 56.3 11.1 44.5 92.6 Volume/Cap: 1.11 0.68 0.68 0.68 0.97 1.02 0.80 1.11 1.11 1.11 0.80 0.47 Uniform Del: 69.7 58.9 58.9 49.2 49.0 38.5 66.4 51.9 51.9 74.5 53.6 19.5 IncremntDel: 77.2 1.7 1.7 2.0 12.9 35.8 7.0 56.5 56.5 113.7 3.0 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: 146.9 60.6 60.6 51.2 61.9 74.3 73.4 108 108.4 188.2 56.6 19.8 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: 146.9 60.6 60.6 51.2 61.9 74.3 73.4 108 108.4 188.2 56.6 19.8 LOS by Move: F E E D- E E E F F F E+ B- HCM2kAvgQ: 18 12 12 16 34 54 9 43 43 9 19 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 530 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg 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: 0.657

2 1206***
1 Avg Crit Del (sec/veh): 45.3

0 163 0

Avg Delay (sec/veh): 44.0

2 292
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 0.83 0.99 0.95 Lanes: 1.00 1.29 0.71 2.00 1.10 0.90 2.00 2.59 0.41 2.00 2.48 0.52 Final Sat.: 1750 2422 1277 3150 2078 1620 3150 4869 730 3150 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 0.09 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 24.2 36.8 36.8 14.7 27.3 27.3 23.7 56.9 56.9 23.6 56.8 56.8 Volume/Cap: 0.66 0.56 0.56 0.56 0.66 0.66 0.66 0.57 0.57 0.57 0.66 0.66 Uniform Del: 56.0 46.6 46.6 61.6 54.0 54.0 56.3 33.9 33.9 55.5 35.7 35.7 IncremntDel: 5.3 0.8 0.8 2.2 2.3 2.3 3.1 0.3 0.3 1.5 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: 61.4 47.3 47.3 63.8 56.3 56.3 59.4 34.3 34.3 56.9 36.4 36.4 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: 61.4 47.3 47.3 63.8 56.3 56.3 59.4 34.3 34.3 56.9 36.4 36.4 LOS by Move: E D D E E+ E+ E+ C- C- E+ D+ D+ HCM2kAvgQ: 10 11 11 5 10 10 8 14 14 7 17 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 531 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #7: Sunnyvale Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 244 247 580***
Lanes: 0 1 1 0 2

Signal=Protect

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

310

2 Cycle Time (sec): 149

0 354

0 Loss Time (sec): 12

1 1959*** 2

Critical V/C: 0.960

2 1568
1 Avg Crit Del (sec/veh): 69.2

0 221 0

Avg Delay (sec/veh): 60.6

2 480***
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 282 299*** 282
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 << 5:00 PM - 6:00 PM Base Vol: 282 299 282 580 247 244 310 1959 221 480 1568 354 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: 282 299 282 580 247 244 310 1959 221 480 1568 354 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: 282 299 282 580 247 244 310 1959 221 480 1568 354 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: 282 299 282 580 247 244 310 1959 221 480 1568 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 282 299 282 580 247 244 310 1959 221 480 1568 354 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: 282 299 282 580 247 244 310 1959 221 480 1568 354 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.83 1.00 0.95 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 2.00 2.68 0.32 2.00 2.43 0.57 Final Sat.: 1750 1903 1795 3150 1899 1800 3150 5032 568 3150 4567 1031 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.16 0.16 0.18 0.13 0.14 0.10 0.39 0.39 0.15 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 28.8 24.4 24.4 28.6 24.2 24.2 18.7 60.4 60.4 23.6 65.3 65.3 Volume/Cap: 0.83 0.96 0.96 0.96 0.80 0.83 0.78 0.96 0.96 0.96 0.78 0.78 Uniform Del: 57.8 61.8 61.8 59.7 60.1 60.5 63.2 43.1 43.1 62.2 35.8 35.8 IncremntDel: 16.3 26.9 26.9 26.9 7.4 10.0 9.8 11.1 11.1 30.3 1.7 1.7 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: 74.1 88.7 88.7 86.6 67.5 70.5 73.0 54.2 54.2 92.5 37.5 37.5 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: 74.1 88.7 88.7 86.6 67.5 70.5 73.0 54.2 54.2 92.5 37.5 37.5 LOS by Move: E F F F E E E D- D- F D+ D+ HCM2kAvgQ: 16 18 18 20 13 14 8 31 31 13 23 23 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 532 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg 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***

2 Cycle Time (sec): 82

0 646

0 Loss Time (sec): 9

1 720 2

Critical V/C: 1.024

1 760***
0 Avg Crit Del (sec/veh): 52.2

0 0 0

Avg Delay (sec/veh): 42.1

0 0
LOS: D

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

Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.31 0.23 0.19 0.00 0.00 0.38 0.38 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 24.5 0.0 42.6 18.1 48.5 0.0 0.0 30.4 30.4 Volume/Cap: 0.00 0.00 0.00 0.13 0.00 0.59 1.02 0.32 0.00 0.00 1.02 1.02 Uniform Del: 0.0 0.0 0.0 21.0 0.0 13.7 32.0 8.4 0.0 0.0 25.8 25.8 IncremntDel: 0.0 0.0 0.0 0.1 0.0 1.0 40.4 0.1 0.0 0.0 30.6 30.6 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: 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 21.0 0.0 14.7 72.4 8.5 0.0 0.0 56.4 56.4 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 21.0 0.0 14.7 72.4 8.5 0.0 0.0 56.4 56.4 LOS by Move: A A A C+ A B E A A A E+ E+ HCM2kAvgQ: 0 0 0 1 0 11 18 5 0 0 27 27 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 533 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #14: Ellis St & Middlefield Rd

Signal=Split/Rights=Overlap
Final Vol: 1185*** 0 469
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:

557***

2 Cycle Time (sec): 99

0 256

0 Loss Time (sec): 9

1 646 2

Critical V/C: 1.194

1 599***
0 Avg Crit Del (sec/veh): 90.4

0 0 0

Avg Delay (sec/veh): 69.2

0 0
LOS: E

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: 10 10 10 10 10 10 7 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 << 5:00 PM - 6:00 PM Base Vol: 0 0 0 469 0 1185 557 646 0 0 599 256 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 0 469 0 1185 557 646 0 0 599 256 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 0 469 0 1185 557 646 0 0 599 256 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 0 469 0 1185 557 646 0 0 599 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 469 0 1185 557 646 0 0 599 256 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 0 469 0 1185 557 646 0 0 599 256 ------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 2.00 0.00 0.00 1.38 0.62 Final Sat.: 0 0 0 3150 0 1750 3150 3800 0 0 2591 1107 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.68 0.18 0.17 0.00 0.00 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 56.2 0.0 70.8 14.7 33.8 0.0 0.0 19.2 19.2 Volume/Cap: 0.00 0.00 0.00 0.26 0.00 0.95 1.19 0.50 0.00 0.00 1.19 1.19 Uniform Del: 0.0 0.0 0.0 10.9 0.0 12.4 42.2 25.8 0.0 0.0 39.9 39.9 IncremntDel: 0.0 0.0 0.0 0.1 0.0 14.5 106.6 0.3 0.0 0.0 101 100.6 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: 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 11.0 0.0 26.9 148.7 26.1 0.0 0.0 140 140.5 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: 0.0 0.0 0.0 11.0 0.0 26.9 148.7 26.1 0.0 0.0 140 140.5 LOS by Move: A A A B+ A C F C A A F F HCM2kAvgQ: 0 0 0 4 0 40 20 8 0 0 25 25 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 534 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg 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***

2 Cycle Time (sec): 139

0 415

0 Loss Time (sec): 12

1 744 2

Critical V/C: 1.030

2 1080***
1 Avg Crit Del (sec/veh): 90.3

0 107 0

Avg Delay (sec/veh): 70.7

2 129
LOS: E

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 0.83 0.99 0.95 0.83 1.00 0.95 Lanes: 1.00 1.74 0.26 1.00 1.00 1.00 2.00 2.61 0.39 2.00 2.14 0.86 Final Sat.: 1750 3230 470 1750 1900 1750 3150 4895 704 3150 4043 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.23 0.23 0.10 0.16 0.29 0.26 0.15 0.15 0.04 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 17.9 39.8 39.8 16.8 38.6 38.6 34.4 52.9 52.9 17.5 36.0 36.0 Volume/Cap: 1.03 0.80 0.80 0.80 0.59 1.03 1.03 0.40 0.40 0.32 1.03 1.03 Uniform Del: 60.6 45.9 45.9 59.5 43.3 50.2 52.3 31.4 31.4 55.3 51.5 51.5 IncremntDel: 68.0 4.3 4.3 18.7 0.7 40.0 40.2 0.1 0.1 0.5 31.7 31.7 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: 128.6 50.2 50.2 78.2 44.0 90.2 92.4 31.5 31.5 55.8 83.2 83.2 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: 128.6 50.2 50.2 78.2 44.0 90.2 92.4 31.5 31.5 55.8 83.2 83.2 LOS by Move: F D D E- D F F C C E+ F F HCM2kAvgQ: 13 17 17 8 11 28 27 9 9 3 24 24 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 535 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg PM
Intersection #19: Mary Ave & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 746 976*** 443
Lanes: 0 1 1 0 1

Signal=Protect

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

837***

2 Cycle Time (sec): 142

0 152

0 Loss Time (sec): 12

1 1143 2

Critical V/C: 1.139

2 863***
1 Avg Crit Del (sec/veh): 126.7

0 164 0

Avg Delay (sec/veh): 96.7

2 169
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 227*** 460 130
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 << 5:00 PM - 6:00 PM Base Vol: 227 460 130 443 976 746 837 1143 164 169 863 152 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: 227 460 130 443 976 746 837 1143 164 169 863 152 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: 227 460 130 443 976 746 837 1143 164 169 863 152 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: 227 460 130 443 976 746 837 1143 164 169 863 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 227 460 130 443 976 746 837 1143 164 169 863 152 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: 227 460 130 443 976 746 837 1143 164 169 863 152 ------------|---------------||---------------||---------------||---------------| 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 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 1.00 1.55 0.45 1.00 1.11 0.89 2.00 2.61 0.39 2.00 2.53 0.47 Final Sat.: 1750 2884 815 1750 2096 1602 3150 4896 703 3150 4760 838 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.16 0.16 0.25 0.47 0.47 0.27 0.23 0.23 0.05 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 16.2 28.7 28.7 45.6 58.1 58.1 33.1 45.3 45.3 10.4 22.6 22.6 Volume/Cap: 1.14 0.79 0.79 0.79 1.14 1.14 1.14 0.73 0.73 0.73 1.14 1.14 Uniform Del: 62.9 53.8 53.8 43.9 42.0 42.0 54.4 42.9 42.9 64.4 59.7 59.7 IncremntDel:106.0 5.7 5.7 7.4 71.0 71.0 78.4 1.6 1.6 11.3 76.0 76.0 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: 168.9 59.4 59.4 51.3 113 112.9 132.8 44.5 44.5 75.7 136 135.7 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: 168.9 59.4 59.4 51.3 113 112.9 132.8 44.5 44.5 75.7 136 135.7 LOS by Move: F E+ E+ D- F F F D D E- F F HCM2kAvgQ: 15 13 13 18 49 49 33 18 18 4 21 21 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 536 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg AM
Intersection #21: SR 85 SB Ramps & Fremont Ave

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

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 3

Critical V/C: 1.188

2 1181
0 Avg Crit Del (sec/veh): 126.5

0 452*** 1

Avg Delay (sec/veh): 63.3

1 900***
LOS: E

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 0 365 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 0.93 0.95 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.98 0.02 1.00 0.00 3.00 1.00 1.00 2.00 0.00 Final Sat.: 0 0 0 3521 29 1750 0 5700 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.10 0.26 0.00 0.19 0.26 0.51 0.31 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 15.5 15.5 15.5 0.0 15.2 15.2 30.3 45.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.47 0.47 1.19 0.00 0.85 1.19 1.19 0.48 0.00 Uniform Del: 0.0 0.0 0.0 23.7 23.7 27.3 0.0 26.3 27.4 19.9 6.2 0.0 IncremntDel: 0.0 0.0 0.0 0.4 0.4 107.8 0.0 6.0 108.1 97.7 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 24.1 24.1 135.0 0.0 32.3 135.5 117.5 6.4 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 24.1 24.1 135.0 0.0 32.3 135.5 117.5 6.4 0.0 LOS by Move: A A A C C F A C- F F A A HCM2kAvgQ: 0 0 0 4 4 24 0 10 24 43 7 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 537 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #21: SR 85 SB Ramps & Fremont Ave

Signal=Split/Rights=Include
Final Vol: 160 4*** 986
Lanes: 1 0 0 1 1

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

0 845 3

Critical V/C: 1.408

2 726
0 Avg Crit Del (sec/veh): 216.8

0 502*** 1

Avg Delay (sec/veh): 138.3

1 1157***
LOS: F

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

Base Vol: 0 0 0 986 4 160 0 845 502 1157 726 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 0 986 4 160 0 845 502 1157 726 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 0 986 4 160 0 845 502 1157 726 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 0 986 4 160 0 845 502 1157 726 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 986 4 160 0 845 502 1157 726 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 0 986 4 160 0 845 502 1157 726 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 0.93 0.95 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.99 0.01 1.00 0.00 3.00 1.00 1.00 2.00 0.00 Final Sat.: 0 0 0 3536 14 1750 0 5700 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.28 0.28 0.09 0.00 0.15 0.29 0.66 0.19 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.9 13.9 13.9 0.0 14.3 14.3 32.9 47.1 0.0 Volume/Cap: 0.00 0.00 0.00 1.41 1.41 0.46 0.00 0.73 1.41 1.41 0.28 0.00 Uniform Del: 0.0 0.0 0.0 28.1 28.1 24.8 0.0 26.1 27.9 18.6 4.6 0.0 IncremntDel: 0.0 0.0 0.0 192.0 192 1.0 0.0 2.4 199.6 190.8 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 0.0 220.1 220 25.7 0.0 28.4 227.4 209.4 4.7 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 0.0 220.1 220 25.7 0.0 28.4 227.4 209.4 4.7 0.0 LOS by Move: A A A F F C A C F F A A HCM2kAvgQ: 0 0 0 32 32 4 0 7 33 73 3 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 538 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg AM
Intersection #42: Fair Oaks Ave & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 262 950*** 106
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/8/2018 Rights=Overlap Lanes: Final Vol:

234***

1 Cycle Time (sec): 130

1 174

0 Loss Time (sec): 12

0 255 1

Critical V/C: 1.072

1 479***
0 Avg Crit Del (sec/veh): 105.7

0 66 1

Avg Delay (sec/veh): 68.5

2 402
LOS: E

Lanes: 1 0 2 0 1
Final Vol: 455*** 977 555
Signal=Protect/Rights=Overlap

Street Name: Fair Oaks Ave Arques 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: 8 May 2018 << 8:15 AM - 9:15 AM Base Vol: 455 977 555 106 950 262 234 255 66 402 479 174 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: 455 977 555 106 950 262 234 255 66 402 479 174 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: 455 977 555 106 950 262 234 255 66 402 479 174 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: 455 977 555 106 950 262 234 255 66 402 479 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 455 977 555 106 950 262 234 255 66 402 479 174 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: 455 977 555 106 950 262 234 255 66 402 479 174 ------------|---------------||---------------||---------------||---------------| 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 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 1.00 1.56 0.44 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 1750 2900 800 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.26 0.32 0.06 0.33 0.33 0.13 0.13 0.04 0.13 0.25 0.10 Crit Moves: **** **** **** **** Green Time: 31.5 57.7 80.4 13.6 39.7 39.7 16.2 24.0 55.5 22.8 30.6 44.1 Volume/Cap: 1.07 0.58 0.51 0.58 1.07 1.07 1.07 0.73 0.09 0.73 1.07 0.29 Uniform Del: 49.2 27.1 13.8 55.5 45.1 45.1 56.9 49.9 22.2 50.7 49.7 31.5 IncremntDel: 64.4 0.5 0.4 4.6 48.5 48.5 81.5 7.5 0.1 4.9 63.3 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: 113.6 27.6 14.2 60.1 93.6 93.6 138.4 57.4 22.2 55.5 113 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: 113.6 27.6 14.2 60.1 93.6 93.6 138.4 57.4 22.2 55.5 113 31.8 LOS by Move: F C B E F F F E+ C+ E+ F C HCM2kAvgQ: 25 14 13 5 34 34 16 11 2 9 23 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 539 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #42: Fair Oaks Ave & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 330 1099*** 194
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/8/2018 Rights=Overlap Lanes: Final Vol:

262

1 Cycle Time (sec): 139

1 220

0 Loss Time (sec): 12

0 131*** 1

Critical V/C: 1.042

1 307
0 Avg Crit Del (sec/veh): 92.8

0 169 1

Avg Delay (sec/veh): 71.8

2 924***
LOS: E

Lanes: 1 0 2 0 1
Final Vol: 356*** 562 438
Signal=Protect/Rights=Overlap

Street Name: Fair Oaks Ave Arques 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: 8 May 2018 << 5:15 PM - 6:15 PM Base Vol: 356 562 438 194 1099 330 262 131 169 924 307 220 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: 356 562 438 194 1099 330 262 131 169 924 307 220 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: 356 562 438 194 1099 330 262 131 169 924 307 220 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: 356 562 438 194 1099 330 262 131 169 924 307 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 356 562 438 194 1099 330 262 131 169 924 307 220 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: 356 562 438 194 1099 330 262 131 169 924 307 220 ------------|---------------||---------------||---------------||---------------| 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 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 1.00 1.53 0.47 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 1750 2845 854 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.15 0.25 0.11 0.39 0.39 0.15 0.07 0.10 0.29 0.16 0.13 Crit Moves: **** **** **** **** Green Time: 27.0 44.7 83.5 33.5 51.2 51.2 23.5 10.0 37.0 38.9 25.4 58.8 Volume/Cap: 1.05 0.46 0.42 0.46 1.05 1.05 0.89 0.96 0.36 1.05 0.89 0.30 Uniform Del: 56.0 37.6 14.8 45.0 43.9 43.9 56.4 64.3 41.5 50.1 55.4 26.4 IncremntDel: 62.3 0.3 0.3 0.8 38.4 38.4 25.7 64.0 0.5 44.0 22.8 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: 118.3 37.8 15.0 45.8 82.3 82.3 82.1 128 41.9 94.1 78.2 26.7 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: 118.3 37.8 15.0 45.8 82.3 82.3 82.1 128 41.9 94.1 78.2 26.7 LOS by Move: F D+ B D F F F F D F E- C HCM2kAvgQ: 21 9 10 8 40 40 15 9 6 27 12 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 540 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg AM
Intersection #43: Wolfe Rd & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 27 926 153***
Lanes: 0 1 2 0 2

Signal=Split

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

68 1

Cycle Time (sec): 160

0 85

0 Loss Time (sec): 12

1 761 1

Critical V/C: 0.921

0 447***
1 Avg Crit Del (sec/veh): 64.8

1 106*** 0

Avg Delay (sec/veh): 55.6

2 732
LOS: E+

Lanes: 2 0 2 0 1
Final Vol: 76 1281 995***
Signal=Protect/Rights=Overlap

Street Name: Wolfe Rd Arques 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: 76 1281 995 153 926 27 68 761 106 732 447 85 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: 76 1281 995 153 926 27 68 761 106 732 447 85 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: 76 1281 995 153 926 27 68 761 106 732 447 85 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: 76 1281 995 153 926 27 68 761 106 732 447 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 76 1281 995 153 926 27 68 761 106 732 447 85 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: 76 1281 995 153 926 27 68 761 106 732 447 85 ------------|---------------||---------------||---------------||---------------| 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 0.98 0.95 0.92 0.98 0.95 0.85 0.95 0.95 Lanes: 2.00 2.00 1.00 2.00 2.91 0.09 1.00 1.75 0.25 2.43 1.32 0.25 Final Sat.: 3150 3800 1750 3150 5441 159 1750 3247 452 3897 2379 452 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.34 0.57 0.05 0.17 0.17 0.04 0.23 0.23 0.19 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 15.3 66.2 98.8 8.4 59.4 59.4 40.7 40.7 40.7 32.7 32.7 32.7 Volume/Cap: 0.25 0.82 0.92 0.92 0.46 0.46 0.15 0.92 0.92 0.92 0.92 0.92 Uniform Del: 67.1 41.5 27.1 75.4 38.1 38.1 46.2 58.1 58.1 62.4 62.4 62.4 IncremntDel: 0.4 3.4 12.5 47.2 0.2 0.2 0.2 13.9 13.9 10.3 10.3 10.3 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: 67.5 44.9 39.6 122.6 38.3 38.3 46.4 72.0 72.0 72.7 72.7 72.7 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: 67.5 44.9 39.6 122.6 38.3 38.3 46.4 72.0 72.0 72.7 72.7 72.7 LOS by Move: E D D F D+ D+ D E E E E E HCM2kAvgQ: 2 28 49 5 12 12 3 22 22 19 19 19 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 541 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg PM
Intersection #43: Wolfe Rd & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 130 1578*** 414
Lanes: 0 1 2 0 2

Signal=Split

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

156

1 Cycle Time (sec): 160

0 299***

0 Loss Time (sec): 12

1 404*** 1

Critical V/C: 0.936

0 505
1 Avg Crit Del (sec/veh): 69.5

1 242 0

Avg Delay (sec/veh): 65.1

2 997
LOS: E

Lanes: 2 0 2 0 1
Final Vol: 374*** 702 252
Signal=Protect/Rights=Overlap

Street Name: Wolfe Rd Arques 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 << 5:00 PM - 6:00 PM Base Vol: 374 702 252 414 1578 130 156 404 242 997 505 299 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: 374 702 252 414 1578 130 156 404 242 997 505 299 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: 374 702 252 414 1578 130 156 404 242 997 505 299 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: 374 702 252 414 1578 130 156 404 242 997 505 299 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 374 702 252 414 1578 130 156 404 242 997 505 299 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: 374 702 252 414 1578 130 156 404 242 997 505 299 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.92 0.99 0.95 0.84 0.95 0.95 Lanes: 2.00 2.00 1.00 2.00 2.76 0.24 1.00 1.23 0.77 2.33 1.05 0.62 Final Sat.: 3150 3800 1750 3150 5173 426 1750 2313 1385 3723 1886 1117 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.18 0.14 0.13 0.31 0.31 0.09 0.17 0.17 0.27 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 20.3 42.3 88.1 30.1 52.1 52.1 29.8 29.8 29.8 45.8 45.8 45.8 Volume/Cap: 0.94 0.70 0.26 0.70 0.94 0.94 0.48 0.94 0.94 0.94 0.94 0.94 Uniform Del: 69.2 53.1 18.9 60.7 52.3 52.3 58.1 64.1 64.1 55.7 55.7 55.7 IncremntDel: 29.4 2.2 0.1 3.7 9.7 9.7 1.1 20.2 20.2 9.3 9.3 9.3 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: 98.6 55.3 19.0 64.4 62.1 62.1 59.2 84.4 84.4 65.0 65.0 65.0 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: 98.6 55.3 19.0 64.4 62.1 62.1 59.2 84.4 84.4 65.0 65.0 65.0 LOS by Move: F E+ B- E E E E+ F F E E E HCM2kAvgQ: 12 15 7 11 29 29 7 16 16 26 26 26 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 542 of 557 ends

COMPARE Fri Aug 28 14:58:46 2020 Page 3-17
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 Mitg AM
Intersection #44: Wolfe Rd & Kifer Rd

Signal=Protect/Rights=Include
Final Vol: 213 845 910***
Lanes: 0 1 2 0 2

Signal=Protect

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

187***

2 Cycle Time (sec): 160

0 367

0 Loss Time (sec): 12

1 157 1

Critical V/C: 1.216

1 658***
1 Avg Crit Del (sec/veh): 159.7

0 82 0

Avg Delay (sec/veh): 128.0

2 170
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 455 2216*** 580
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Kifer 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: 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 - 9:00AM Base Vol: 455 2216 580 910 845 213 187 157 82 170 658 367 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: 455 2216 580 910 845 213 187 157 82 170 658 367 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: 455 2216 580 910 845 213 187 157 82 170 658 367 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: 455 2216 580 910 845 213 187 157 82 170 658 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 455 2216 580 910 845 213 187 157 82 170 658 367 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: 455 2216 580 910 845 213 187 157 82 170 658 367 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 2.35 0.65 2.00 2.37 0.63 2.00 1.30 0.70 2.00 1.26 0.74 Final Sat.: 3150 4437 1161 3150 4471 1127 3150 2430 1269 3150 2374 1324 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.50 0.50 0.29 0.19 0.19 0.06 0.06 0.06 0.05 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 44.9 65.7 65.7 38.0 58.8 58.8 7.8 24.1 24.1 20.1 36.5 36.5 Volume/Cap: 0.51 1.22 1.22 1.22 0.51 0.51 1.22 0.43 0.43 0.43 1.22 1.22 Uniform Del: 48.4 47.1 47.1 61.0 39.5 39.5 76.1 61.7 61.7 64.6 61.8 61.8 IncremntDel: 0.5 101 101.4 109.3 0.2 0.2 142.3 0.5 0.5 0.7 108 108.0 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: 48.9 149 148.6 170.3 39.7 39.7 218.3 62.2 62.2 65.4 170 169.8 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: 48.9 149 148.6 170.3 39.7 39.7 218.3 62.2 62.2 65.4 170 169.8 LOS by Move: D F F F D D F E E E F F HCM2kAvgQ: 10 64 64 39 13 13 8 5 5 4 37 37 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 543 of 557 ends

COMPARE Fri Aug 28 14:58:46 2020 Page 3-18
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 Mitg PM
Intersection #44: Wolfe Rd & Kifer Rd

Signal=Protect/Rights=Include
Final Vol: 49 2907*** 462
Lanes: 0 1 2 0 2

Signal=Protect

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

127

2 Cycle Time (sec): 160

0 245

0 Loss Time (sec): 12

1 649*** 1

Critical V/C: 1.110

1 403
1 Avg Crit Del (sec/veh): 111.1

0 445 0

Avg Delay (sec/veh): 91.5

2 476***
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 163*** 828 234
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Kifer 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: 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 << 5:00 PM - 6:00 PM Base Vol: 163 828 234 462 2907 49 127 649 445 476 403 245 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: 163 828 234 462 2907 49 127 649 445 476 403 245 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: 163 828 234 462 2907 49 127 649 445 476 403 245 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: 163 828 234 462 2907 49 127 649 445 476 403 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 828 234 462 2907 49 127 649 445 476 403 245 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: 163 828 234 462 2907 49 127 649 445 476 403 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 2.31 0.69 2.00 2.95 0.05 2.00 1.16 0.84 2.00 1.22 0.78 Final Sat.: 3150 4364 1233 3150 5507 93 3150 2194 1504 3150 2300 1398 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.19 0.19 0.15 0.53 0.53 0.04 0.30 0.30 0.15 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 7.5 47.1 47.1 36.4 76.1 76.1 12.9 42.6 42.6 21.8 51.6 51.6 Volume/Cap: 1.11 0.64 0.64 0.64 1.11 1.11 0.50 1.11 1.11 1.11 0.54 0.54 Uniform Del: 76.3 49.1 49.1 55.9 41.9 41.9 70.5 58.7 58.7 69.1 44.6 44.6 IncremntDel:106.7 0.9 0.9 2.0 55.5 55.5 1.6 63.7 63.7 76.7 0.5 0.5 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: 183.0 50.0 50.0 57.9 97.4 97.4 72.1 122 122.4 145.8 45.1 45.1 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: 183.0 50.0 50.0 57.9 97.4 97.4 72.1 122 122.4 145.8 45.1 45.1 LOS by Move: F D D E+ F F E F F F D D HCM2kAvgQ: 7 15 15 12 60 60 4 36 36 18 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 544 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg AM
Intersection #45: Wolfe Rd & Reed Ave

Signal=Protect/Rights=Include
Final Vol: 186 776 258***
Lanes: 0 1 2 0 2

Signal=Protect

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

364***

1 Cycle Time (sec): 160

1 377

0 Loss Time (sec): 12

0 232 1

Critical V/C: 0.948

1 329***
1 Avg Crit Del (sec/veh): 66.4

0 43 0

Avg Delay (sec/veh): 59.1

1 162
LOS: E+

Lanes: 2 0 2 1 0
Final Vol: 83 2224*** 91
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Reed 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: 83 2224 91 258 776 186 364 232 43 162 329 377 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: 83 2224 91 258 776 186 364 232 43 162 329 377 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: 83 2224 91 258 776 186 364 232 43 162 329 377 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: 83 2224 91 258 776 186 364 232 43 162 329 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 2224 91 258 776 186 364 232 43 162 329 377 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: 83 2224 91 258 776 186 364 232 43 162 329 377 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 2.88 0.12 2.00 2.40 0.60 1.00 1.68 0.32 1.00 1.00 1.00 Final Sat.: 3150 5380 220 3150 4516 1082 1750 3121 578 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.41 0.41 0.08 0.17 0.17 0.21 0.07 0.07 0.09 0.17 0.22 Crit Moves: **** **** **** **** Green Time: 17.0 69.8 69.8 13.8 66.7 66.7 35.1 28.7 28.7 35.7 29.2 43.1 Volume/Cap: 0.25 0.95 0.95 0.95 0.41 0.41 0.95 0.41 0.41 0.41 0.95 0.80 Uniform Del: 65.7 43.3 43.3 72.7 32.9 32.9 61.5 58.2 58.2 53.2 64.6 54.5 IncremntDel: 0.4 8.9 8.9 40.4 0.1 0.1 32.6 0.4 0.4 0.7 34.7 9.4 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: 66.0 52.2 52.2 113.1 33.0 33.0 94.1 58.7 58.7 53.9 99.3 63.9 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: 66.0 52.2 52.2 113.1 33.0 33.0 94.1 58.7 58.7 53.9 99.3 63.9 LOS by Move: E D- D- F C- C- F E+ E+ D- F E HCM2kAvgQ: 2 38 38 9 11 11 21 6 6 7 18 19 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 545 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #45: Wolfe Rd & Reed Ave

Signal=Protect/Rights=Include
Final Vol: 396 2485*** 573
Lanes: 0 1 2 0 2

Signal=Protect

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

280***

1 Cycle Time (sec): 160

1 311

0 Loss Time (sec): 12

0 498 1

Critical V/C: 0.887

1 217***
1 Avg Crit Del (sec/veh): 43.9

0 101 0

Avg Delay (sec/veh): 47.8

1 158
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 99*** 804 135
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Reed 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 << 5:00 PM - 6:00 PM Base Vol: 99 804 135 573 2485 396 280 498 101 158 217 311 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: 99 804 135 573 2485 396 280 498 101 158 217 311 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: 99 804 135 573 2485 396 280 498 101 158 217 311 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: 99 804 135 573 2485 396 280 498 101 158 217 311 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 804 135 573 2485 396 280 498 101 158 217 311 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: 99 804 135 573 2485 396 280 498 101 158 217 311 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 2.55 0.45 2.00 2.57 0.43 1.00 1.65 0.35 1.00 1.00 1.00 Final Sat.: 3150 4794 805 3150 4829 770 1750 3076 624 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.17 0.18 0.51 0.51 0.16 0.16 0.16 0.09 0.11 0.18 Crit Moves: **** **** **** **** Green Time: 7.0 47.5 47.5 51.5 92.0 92.0 28.6 31.5 31.5 17.5 20.4 71.9 Volume/Cap: 0.72 0.57 0.57 0.57 0.90 0.90 0.90 0.82 0.82 0.82 0.90 0.40 Uniform Del: 75.5 47.5 47.5 45.0 29.8 29.8 64.2 61.6 61.6 69.7 68.7 29.5 IncremntDel: 16.7 0.5 0.5 0.7 3.7 3.7 26.3 7.5 7.5 24.1 31.6 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: 92.2 48.0 48.0 45.7 33.5 33.5 90.5 69.1 69.1 93.8 100 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: 92.2 48.0 48.0 45.7 33.5 33.5 90.5 69.1 69.1 93.8 100 29.8 LOS by Move: F D D D C- C- F E E F F C HCM2kAvgQ: 3 13 13 13 39 39 15 14 14 9 11 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 546 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg AM
Intersection #1404: El Camino Real (SR 82) / Fair Oaks Ave

Signal=Protect/Rights=Include
Final Vol: 321 750*** 253
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/8/2018 Rights=Overlap Lanes: Final Vol:

284

2 Cycle Time (sec): 137

1 349

0 Loss Time (sec): 12

0 1132*** 2

Critical V/C: 0.861

3 1211
1 Avg Crit Del (sec/veh): 55.9

0 163 0

Avg Delay (sec/veh): 52.4

2 234***
LOS: D-

Lanes: 1 0 1 1 0
Final Vol: 334*** 705 180
Signal=Protect/Rights=Include

Street Name: Fair Oaks Avenue 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: 8 May 2018 << 8:45 AM - 9:45 AM Base Vol: 334 705 180 253 750 321 284 1132 163 234 1211 349 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: 334 705 180 253 750 321 284 1132 163 234 1211 349 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: 334 705 180 253 750 321 284 1132 163 234 1211 349 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: 334 705 180 253 750 321 284 1132 163 234 1211 349 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 334 705 180 253 750 321 284 1132 163 234 1211 349 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: 334 705 180 253 750 321 284 1132 163 234 1211 349 ------------|---------------||---------------||---------------||---------------| 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 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.00 1.58 0.42 1.00 1.38 0.62 2.00 2.61 0.39 2.00 3.00 1.00 Final Sat.: 1750 2947 752 1750 2590 1109 3150 4894 705 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.24 0.24 0.14 0.29 0.29 0.09 0.23 0.23 0.07 0.21 0.20 Crit Moves: **** **** **** **** Green Time: 30.4 47.6 47.6 28.8 46.0 46.0 14.5 36.8 36.8 11.8 34.1 62.9 Volume/Cap: 0.86 0.69 0.69 0.69 0.86 0.86 0.85 0.86 0.86 0.86 0.85 0.43 Uniform Del: 51.3 38.3 38.3 50.0 42.5 42.5 60.2 47.7 47.7 61.8 49.1 25.0 IncremntDel: 17.5 1.6 1.6 5.4 6.4 6.4 18.7 5.3 5.3 23.3 5.2 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: 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: 68.8 39.9 39.9 55.4 48.9 48.9 78.9 53.0 53.0 85.1 54.3 25.4 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: 68.8 39.9 39.9 55.4 48.9 48.9 78.9 53.0 53.0 85.1 54.3 25.4 LOS by Move: E D D E+ D D E- D- D- F D- C HCM2kAvgQ: 14 15 15 10 22 22 8 18 18 6 17 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 547 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #1404: El Camino Real (SR 82) / Fair Oaks Ave

Signal=Protect/Rights=Include
Final Vol: 498 736*** 274
Lanes: 0 1 1 0 1

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/30/2018 Rights=Overlap Lanes: Final Vol:

512

2 Cycle Time (sec): 120

1 319

0 Loss Time (sec): 12

0 2054*** 2

Critical V/C: 1.257

3 1757
1 Avg Crit Del (sec/veh): 167.5

0 377 0

Avg Delay (sec/veh): 127.5

2 478***
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 371*** 716 494
Signal=Protect/Rights=Include

Street Name: Fair Oaks Avenue 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: 30 Oct 2018 << 5:15 - 6:15 PM Base Vol: 371 716 494 274 736 498 512 2054 377 478 1757 319 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: 371 716 494 274 736 498 512 2054 377 478 1757 319 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: 371 716 494 274 736 498 512 2054 377 478 1757 319 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: 371 716 494 274 736 498 512 2054 377 478 1757 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 716 494 274 736 498 512 2054 377 478 1757 319 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: 371 716 494 274 736 498 512 2054 377 478 1757 319 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.00 1.16 0.84 1.00 1.17 0.83 2.00 2.52 0.48 2.00 3.00 1.00 Final Sat.: 1750 2188 1510 1750 2206 1492 3150 4730 868 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.33 0.33 0.16 0.33 0.33 0.16 0.43 0.43 0.15 0.31 0.18 Crit Moves: **** **** **** **** Green Time: 20.2 35.2 35.2 16.9 31.8 31.8 19.3 41.4 41.4 14.5 36.6 53.5 Volume/Cap: 1.26 1.11 1.11 1.11 1.26 1.26 1.01 1.26 1.26 1.26 1.01 0.41 Uniform Del: 49.9 42.4 42.4 51.6 44.1 44.1 50.3 39.3 39.3 52.8 41.7 22.6 IncremntDel:140.4 64.5 64.5 91.7 124 124.2 42.6 120 120.2 135.6 24.1 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: 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: 190.3 107 106.9 143.3 168 168.3 92.9 159 159.5 188.3 65.8 22.9 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: 190.3 107 106.9 143.3 168 168.3 92.9 159 159.5 188.3 65.8 22.9 LOS by Move: F F F F F F F F F F E C+ HCM2kAvgQ: 24 31 31 15 39 39 12 49 49 17 22 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 548 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg AM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Overlap
Final Vol: 291 992 159***
Lanes: 1 0 2 0 2

Signal=Permit

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

143

1 Cycle Time (sec): 200

1 659***

0 Loss Time (sec): 9

0 835 3

Critical V/C: 0.824

3 1044
0 Avg Crit Del (sec/veh): 52.9

0 553 1

Avg Delay (sec/veh): 50.2

0 0
LOS: D

Lanes: 2 0 2 0 1
Final Vol: 462 1558*** 0
Signal=Protect/Rights=Include

Street Name: Wolfe Road 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 0 7 10 10 0 10 10 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: 462 1558 0 159 992 291 0 835 553 0 1044 659 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: 462 1558 0 159 992 291 0 835 553 0 1044 659 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Vol Adj: 0 0 0 0 0 0 143 0 0 0 0 0 Initial Fut: 462 1558 0 159 992 291 143 835 553 0 1044 659 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: 462 1558 0 159 992 291 143 835 553 0 1044 659 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 462 1558 0 159 992 291 143 835 553 0 1044 659 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: 462 1558 0 159 992 291 143 835 553 0 1044 659 ------------|---------------||---------------||---------------||---------------| 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 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 0.00 3.00 1.00 Final Sat.: 3150 3800 1750 3150 3800 1750 1750 5700 1750 0 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.41 0.00 0.05 0.26 0.17 0.08 0.15 0.32 0.00 0.18 0.38 Crit Moves: **** **** **** Green Time: 40.2 99.6 0.0 12.3 71.6 71.6 79.2 79.2 119.4 0.0 79.2 91.4 Volume/Cap: 0.73 0.82 0.00 0.82 0.73 0.46 0.21 0.37 0.53 0.00 0.46 0.82 Uniform Del: 74.8 42.7 0.0 92.8 55.8 49.4 39.7 42.8 23.7 0.0 44.7 47.3 IncremntDel: 4.3 3.1 0.0 24.0 2.0 0.5 0.1 0.1 0.5 0.0 0.2 6.9 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Delay/Veh: 79.1 45.8 0.0 116.8 57.8 50.0 39.9 42.9 24.3 0.0 44.8 54.2 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: 79.1 45.8 0.0 116.8 57.8 50.0 39.9 42.9 24.3 0.0 44.8 54.2 LOS by Move: E- D A F E+ D D D C A D D- HCM2kAvgQ: 16 40 0 6 26 14 6 11 20 0 15 38 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 549 of 557 ends

COMPARE Fri Aug 28 14:58:46 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)
Cumulative Mitg PM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Include
Final Vol: 379 1759*** 301
Lanes: 1 0 2 0 2

Signal=Permit

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 10/30/2018 Rights=Overlap Lanes: Final Vol:

275

1 Cycle Time (sec): 150

1 261

0 Loss Time (sec): 9

0 1792*** 3

Critical V/C: 1.072

3 1631
0 Avg Crit Del (sec/veh): 95.8

0 634 1

Avg Delay (sec/veh): 71.0

0 0
LOS: E

Lanes: 2 0 2 0 1
Final Vol: 725*** 909 0
Signal=Protect/Rights=Include

Street Name: Wolfe Road 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 0 7 10 10 0 10 10 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: 30 Oct 2018 << 5:30 - 6:30 PM Base Vol: 725 909 0 301 1759 379 0 1792 634 0 1631 261 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: 725 909 0 301 1759 379 0 1792 634 0 1631 261 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Vol Adj: 0 0 0 0 0 0 275 0 0 0 0 0 Initial Fut: 725 909 0 301 1759 379 275 1792 634 0 1631 261 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: 725 909 0 301 1759 379 275 1792 634 0 1631 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 725 909 0 301 1759 379 275 1792 634 0 1631 261 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: 725 909 0 301 1759 379 275 1792 634 0 1631 261 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.23 0.24 0.00 0.10 0.46 0.22 0.16 0.31 0.36 0.00 0.29 0.15 Crit Moves: **** **** **** Green Time: 32.2 69.3 0.0 27.7 64.8 64.8 44.0 44.0 76.2 0.0 44.0 71.7 Volume/Cap: 1.07 0.52 0.00 0.52 1.07 0.50 0.54 1.07 0.71 0.00 0.98 0.31 Uniform Del: 58.9 28.5 0.0 55.1 42.6 30.9 44.4 53.0 28.5 0.0 52.5 24.0 IncremntDel: 55.4 0.3 0.0 0.8 44.2 0.5 1.1 44.1 2.7 0.0 16.5 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Delay/Veh: 114.3 28.8 0.0 56.0 86.8 31.4 45.6 97.1 31.2 0.0 69.0 24.2 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: 114.3 28.8 0.0 56.0 86.8 31.4 45.6 97.1 31.2 0.0 69.0 24.2 LOS by Move: F C A E+ F C D F C A E C HCM2kAvgQ: 26 14 0 7 47 13 10 31 22 0 30 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 550 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg AM
Intersection #5320: CENTRAL EXPWY/MARY AVE

Signal=Protect/Rights=Overlap
Final Vol: 141 261 166***
Lanes: 0 1 2 0 2

Signal=Protect

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

431***

2 Cycle Time (sec): 180

1 479

0 Loss Time (sec): 12

0 1754 3

Critical V/C: 0.877

3 2271***
0 Avg Crit Del (sec/veh): 111.7

0 230 1

Avg Delay (sec/veh): 85.4

3 463
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 613 1316*** 463
Signal=Protect/Rights=Overlap

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 0 0 0 0 0 0 0 0 0 Y+R: 6.1 6.0 6.0 6.2 5.9 5.9 6.2 6.2 6.2 6.3 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 613 1316 463 166 261 141 431 1754 230 463 2271 479 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: 613 1316 463 166 261 141 431 1754 230 463 2271 479 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: 613 1316 463 166 261 141 431 1754 230 463 2271 479 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: 613 1316 463 166 261 141 431 1754 230 463 2271 479 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 613 1316 463 166 261 141 431 1754 230 463 2271 479 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: 613 1316 463 166 261 141 431 1754 230 463 2271 479 ------------|---------------||---------------||---------------||---------------| 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 0.80 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 3.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 4551 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.23 0.26 0.05 0.07 0.08 0.14 0.31 0.13 0.10 0.40 0.27 Crit Moves: **** **** **** **** Green Time: 38.9 58.0 76.7 11.8 32.1 44.9 12.8 66.8 105.7 18.7 72.8 84.6 Volume/Cap: 0.90 0.72 0.62 0.80 0.39 0.32 1.92 0.83 0.22 0.98 0.99 0.58 Uniform Del: 68.7 53.8 40.3 83.0 65.2 55.1 83.6 51.4 17.7 80.5 53.1 34.8 IncremntDel: 15.1 1.4 1.6 19.9 0.2 0.2 432.1 2.9 0.1 35.9 15.4 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: 83.7 55.1 41.9 102.9 65.5 55.3 515.7 54.3 17.8 116.3 68.4 35.9 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: 83.7 55.1 41.9 102.9 65.5 55.3 515.7 54.3 17.8 116.3 68.4 35.9 LOS by Move: F E+ D F E E+ F D- B F E D+ HCM2kAvgQ: 19 20 20 7 6 7 30 30 6 14 47 20 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 551 of 557 ends

COMPARE Fri Aug 28 14:58:46 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 Mitg PM
Intersection #5320: CENTRAL EXPWY/MARY AVE

Signal=Protect/Rights=Overlap
Final Vol: 473 1137 906***
Lanes: 0 1 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 12/13/2018 Rights=Overlap Lanes: Final Vol:

221

2 Cycle Time (sec): 185

1 412

0 Loss Time (sec): 12

0 1814*** 3

Critical V/C: 0.867

3 1954
0 Avg Crit Del (sec/veh): 139.5

0 606 1

Avg Delay (sec/veh): 95.2

3 819***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 199 141*** 633
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 16 37 37 29 50 50 9 52 52 43 86 86 Y+R: 6.1 6.0 6.0 6.2 5.9 5.9 6.2 6.2 6.2 6.3 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Dec 2018 << 4:45 - 5:45 PM Base Vol: 199 141 633 906 1137 473 221 1814 606 819 1954 412 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: 199 141 633 906 1137 473 221 1814 606 819 1954 412 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: 199 141 633 906 1137 473 221 1814 606 819 1954 412 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: 199 141 633 906 1137 473 221 1814 606 819 1954 412 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 141 633 906 1137 473 221 1814 606 819 1954 412 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: 199 141 633 906 1137 473 221 1814 606 819 1954 412 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.83 1.00 0.92 0.80 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.09 0.91 2.00 3.00 1.00 3.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3953 1644 3150 5700 1750 4551 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.02 0.36 0.29 0.29 0.29 0.07 0.32 0.35 0.18 0.34 0.24 Crit Moves: **** **** **** **** Green Time: 18.0 37.0 80.0 41.0 60.0 69.0 9.0 52.0 70.0 43.0 86.0 127.0 Volume/Cap: 0.65 0.12 0.84 1.30 0.89 0.77 1.44 1.13 0.91 0.77 0.74 0.34 Uniform Del: 80.4 60.7 46.7 72.0 59.3 51.1 88.0 66.5 54.6 66.5 40.3 11.9 IncremntDel: 4.8 0.0 8.1 144.4 5.8 1.8 231.8 67.9 17.3 3.6 1.1 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 1.05 1.12 1.02 1.20 1.61 Delay/Veh: 85.2 60.8 54.8 216.4 65.1 52.9 319.8 138 78.5 71.7 49.5 19.3 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: 85.2 60.8 54.8 216.4 65.1 52.9 319.8 138 78.5 71.7 49.5 19.3 LOS by Move: F E D- F E D- F F E- E D B- HCM2kAvgQ: 7 2 35 47 32 28 14 45 39 20 33 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 552 of 557 ends

Appendix C
City of Sunnyvale Land Use Summary

Attachment 15

Page 553 of 557 ends

0 0
0 0
0 0
0 0
0 0
637
0 0
0 0
0 853
849
855
949
0 0
0 0
529
676
0 0 1170
0 0
880698 759
647
746 800
712
532
462
464
0 0
0 539
655
680
584
1325
622
0 0
0 228
567
0 0
65 0
1682
0 0
465
0 2045
474
0 0
0 0
894
336
425
1188
0 0
0 0
0 401
0 0
497
613
466
673
1254
480
1100
1042
1245
709
629
347
144
0 1079
779
476
280
0 1120
243
0 57
0 280
402
0 340
465
623
0 0
0 98
0 0
769
240
1088
627
0 980
499
401
27 491
799
0 930
285
450
0 308
85 232
150
373
0 133
212 73
0 502
0 0
225
0 796
998
20 160
0 574
201
0 179
33 234
192
344
0 215
0 192
9 0
0 0
184
57 0
150
19 152
Households - Yr 2013
Attachment 15

Page 554 of 557 ends

0 0
0 0
0 0
0 0
0 925
0 0
0 0
0 943
850
970
0 0
0 528
778
0 0 1170
0 891697 852
756
767 815
731
5741051
562
464
0 0
0 551
715
686
607
1329
622
0 0
228
567
0 0
90 0
2163
0 0
481
0 2129
476
0 0
0 0
952
338
425
1181
2917
0 0
0 0
407
0 0
542
613
516
683
1254
592
1042
2565
1235
953
740
144
0 1091
883
534
0 243
1330
0 280
919
0 340
475
692
0 550
0 1728
62 0
783
240
1088
703
1181
0 997
363
524
523
0 930
490
490
0 431
85 238
150
473
1729
373
0 179
212 77
1042
542
802
270
1042
160
686
621
0 1192
550
194
66 400
1041603499
449
979
0 229
579
621
0 192
0 479
6470
488
84 598
78 243
264
307
325
303
153
200
Households - Yr 2035
Attachment 15

Page 555 of 557 ends

0 0
0 0
3 0
0 6
0 81
80 0
0 3
8 2126
0 53
0 22
0 16
29 75
316
26 0
68 207
0 15
47 25
0 0
667
337
4494
0 195
6 127
145
0 258
37 8
27 8
37 133
0 38
0 397
49 110
19 16
3 267
2216
4 0
2458
53 86
518
1 1678
182
13 0
803
21 1687
475
149
80 28
181736
678
1453
0 1422
101
443
2246
1484
6944
1268
1177
1440
885
41 5
477
203
7831113
162
0 335
1275
68 1703
193
523
452
594
1100
2856
1332
555
884
709
600
0 867
1182
410
439
162
0 952
542
137
162
1012
564
271
137
90 440
587
530
11 514
1033
776
104
100
1655
89 450
0 311
407
782
231
388
356
346
1990
171
190
75 257
218
427
104
425
35 303
325
112
240
238
133
126
180
45 123
Jobs - Yr 2013
Attachment 15

Page 556 of 557 ends

3 87
7 96
0 32
48 66
54 0
30 61
0 19
15 543
134
217
32 0
58 104
0 28
87 0
0 38
522
255
9167
117
0 134
16 122
137
151
0 322
39 33
2 282
85 158
115
12 0
38 29
0 102
76 17
12 3110
423
813
174
0 1531
39 67
222
0 0
3588
198
18 0
73 35
2364
569
18 125
38 2464
77 42
251
2135
0 2049
101
312
4503
2541
2710
4059
2686
2110
1903
36 423
263
154
12 793 0
377
2325
85 2367
1594 32
268
647
4735
1093
1473
392
885
876
0 18
351
811
1659
228
116606
790
363
3064
2055
801
542
685
2094
715
848
1083
2656
859
1968 1334
497
0 382
1318
463
153
792
262
234
1738
1025
0 3600
2318
4393
272
321
280
356
234
140
659
67 353
1528
2500
1520
440
237
175
161
452
262
172
162 28859
197
Jobs - Yr 2035
Attachment 15

Page 557 of 557 ends

Sunnyvale City CouncilJune 28, 2022

Sunnyvale City Council
June 28, 2022