Transportation Impact Analysis — Sunnyvale City Council, June 28, 2022 (part 4 of 7)

COMPARE Fri Jan 24 10:02:03 2020 Page 3-122
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #46: Wolfe Rd & Fremont Ave

Signal=Permit/Rights=Overlap
Final Vol: 599 1015*** 32
Lanes: 1 0 2 1 0

Signal=Protect

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

634***

2 Cycle Time (sec): 200

1 199***

0 Loss Time (sec): 12

0 375 2

Critical V/C: 0.814

1 73
0 Avg Crit Del (sec/veh): 78.1

0 241 1

Avg Delay (sec/veh): 55.4

1 7
LOS: E+

Lanes: 1 0 2 1 0
Final Vol: 461*** 1370 29
Signal=Protect/Rights=Include

Street Name: Wolfe Rd 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 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 461 1370 29 32 1015 599 634 375 241 7 73 199 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: 461 1370 29 32 1015 599 634 375 241 7 73 199 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: 461 1370 29 32 1015 599 634 375 241 7 73 199 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: 461 1370 29 32 1015 599 634 375 241 7 73 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 461 1370 29 32 1015 599 634 375 241 7 73 199 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: 461 1370 29 32 1015 599 634 375 241 7 73 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.94 0.06 0.10 2.90 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5484 116 171 5429 1750 3150 3800 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.25 0.25 0.19 0.19 0.34 0.20 0.10 0.14 0.00 0.04 0.11 Crit Moves: **** **** **** **** Green Time: 64.7 111 110.6 45.9 45.9 95.4 49.4 57.1 121.8 20.3 27.9 27.9 Volume/Cap: 0.81 0.45 0.45 0.81 0.81 0.72 0.81 0.35 0.23 0.04 0.28 0.81 Uniform Del: 62.1 26.6 26.6 73.0 73.0 41.6 71.0 56.6 17.7 81.1 77.0 83.5 IncremntDel: 8.9 0.1 0.1 4.1 4.1 3.0 6.6 0.2 0.1 0.1 0.6 18.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 71.0 26.7 26.7 77.1 77.1 44.6 77.6 56.8 17.8 81.2 77.5 102.1 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: 71.0 26.7 26.7 77.1 77.1 44.6 77.6 56.8 17.8 81.2 77.5 102.1 LOS by Move: E C C E- E- D E- E+ B F E- F HCM2kAvgQ: 27 16 1 20 20 30 22 9 7 0 4 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 312 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-123
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #46: Wolfe Rd & Fremont Ave

Signal=Permit/Rights=Overlap
Final Vol: 635 1077*** 32
Lanes: 1 0 2 1 0

Signal=Protect

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

642***

2 Cycle Time (sec): 200

1 199***

0 Loss Time (sec): 12

0 382 2

Critical V/C: 0.827

1 73
0 Avg Crit Del (sec/veh): 78.8

0 238 1

Avg Delay (sec/veh): 56.0

1 7
LOS: E+

Lanes: 1 0 2 1 0
Final Vol: 458*** 1361 29
Signal=Protect/Rights=Include

Street Name: Wolfe Rd 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 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 458 1361 29 32 1077 635 642 382 238 7 73 199 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: 458 1361 29 32 1077 635 642 382 238 7 73 199 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: 458 1361 29 32 1077 635 642 382 238 7 73 199 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: 458 1361 29 32 1077 635 642 382 238 7 73 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 458 1361 29 32 1077 635 642 382 238 7 73 199 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: 458 1361 29 32 1077 635 642 382 238 7 73 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.94 0.06 0.09 2.91 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5483 117 162 5438 1750 3150 3800 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.25 0.25 0.20 0.20 0.36 0.20 0.10 0.14 0.00 0.04 0.11 Crit Moves: **** **** **** **** Green Time: 63.3 111 111.2 47.9 47.9 97.2 49.3 57.0 120.3 19.8 27.5 27.5 Volume/Cap: 0.83 0.45 0.45 0.83 0.83 0.75 0.83 0.35 0.23 0.04 0.28 0.83 Uniform Del: 63.3 26.2 26.2 72.1 72.1 41.5 71.3 56.9 18.4 81.5 77.4 83.9 IncremntDel: 10.0 0.1 0.1 4.4 4.4 3.7 7.3 0.2 0.1 0.1 0.6 20.5 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: 73.2 26.3 26.3 76.5 76.5 45.1 78.6 57.1 18.5 81.6 77.9 104.4 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: 73.2 26.3 26.3 76.5 76.5 45.1 78.6 57.1 18.5 81.6 77.9 104.4 LOS by Move: E C C E- E- D E- E+ B- F E- F HCM2kAvgQ: 27 16 1 22 22 33 22 9 7 0 4 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 313 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-124
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #47: Wolfe Rd & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 83 638 105***
Lanes: 0 1 2 0 2

Signal=Protect

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

160***

1 Cycle Time (sec): 119

0 70

0 Loss Time (sec): 12

1 373 2

Critical V/C: 0.687

1 884***
0 Avg Crit Del (sec/veh): 37.5

0 191 1

Avg Delay (sec/veh): 35.4

2 347
LOS: D+

Lanes: 2 0 2 0 1
Final Vol: 239 893*** 412
Signal=Protect/Rights=Overlap

Street Name: Wolfe Rd Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 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: 239 893 412 105 638 83 160 373 191 347 884 70 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: 239 893 412 105 638 83 160 373 191 347 884 70 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: 239 893 412 105 638 83 160 373 191 347 884 70 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: 239 893 412 105 638 83 160 373 191 347 884 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 893 412 105 638 83 160 373 191 347 884 70 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: 239 893 412 105 638 83 160 373 191 347 884 70 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.64 0.36 1.00 2.00 1.00 2.00 1.85 0.15 Final Sat.: 3150 3800 1750 3150 4954 645 1750 3800 1750 3150 3428 271 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.24 0.03 0.13 0.13 0.09 0.10 0.11 0.11 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 17.5 40.2 71.8 7.0 29.7 29.7 15.6 28.2 45.7 31.6 44.1 44.1 Volume/Cap: 0.52 0.70 0.39 0.57 0.52 0.52 0.70 0.41 0.28 0.41 0.70 0.70 Uniform Del: 46.8 34.1 12.2 54.5 38.4 38.4 49.4 38.4 25.4 36.1 31.7 31.7 IncremntDel: 1.0 1.7 0.2 4.1 0.3 0.3 8.9 0.3 0.2 0.3 1.6 1.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.8 35.8 12.5 58.6 38.8 38.8 58.3 38.8 25.6 36.4 33.3 33.3 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: 47.8 35.8 12.5 58.6 38.8 38.8 58.3 38.8 25.6 36.4 33.3 33.3 LOS by Move: D D+ B E+ D+ D+ E+ D+ C D+ C- C- HCM2kAvgQ: 5 14 8 2 7 7 6 6 5 6 15 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 314 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-125
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #47: Wolfe Rd & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 138 1045*** 178
Lanes: 0 1 2 0 2

Signal=Protect

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

160***

1 Cycle Time (sec): 119

0 405

0 Loss Time (sec): 12

1 516 2

Critical V/C: 0.823

1 884***
0 Avg Crit Del (sec/veh): 44.2

0 468 1

Avg Delay (sec/veh): 40.5

2 347
LOS: D

Lanes: 2 0 2 0 1
Final Vol: 280*** 893 412
Signal=Protect/Rights=Overlap

Street Name: Wolfe Rd Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 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: 280 893 412 178 1045 138 160 516 468 347 884 405 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: 280 893 412 178 1045 138 160 516 468 347 884 405 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: 280 893 412 178 1045 138 160 516 468 347 884 405 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: 280 893 412 178 1045 138 160 516 468 347 884 405 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 893 412 178 1045 138 160 516 468 347 884 405 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: 280 893 412 178 1045 138 160 516 468 347 884 405 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 2.00 1.00 2.00 2.64 0.36 1.00 2.00 1.00 2.00 1.35 0.65 Final Sat.: 3150 3800 1750 3150 4946 653 1750 3800 1750 3150 2537 1162 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.24 0.24 0.06 0.21 0.21 0.09 0.14 0.27 0.11 0.35 0.35 Crit Moves: **** **** **** **** Green Time: 12.9 34.7 59.0 8.7 30.5 30.5 13.2 39.3 52.2 24.3 50.4 50.4 Volume/Cap: 0.82 0.81 0.48 0.77 0.82 0.82 0.82 0.41 0.61 0.54 0.82 0.82 Uniform Del: 52.0 39.0 19.8 54.2 41.7 41.7 51.7 30.9 25.6 42.4 30.4 30.4 IncremntDel: 14.9 4.4 0.4 15.0 4.0 4.0 23.8 0.2 1.4 0.9 3.7 3.7 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: 66.8 43.4 20.2 69.2 45.7 45.7 75.5 31.1 27.0 43.3 34.0 34.0 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: 66.8 43.4 20.2 69.2 45.7 45.7 75.5 31.1 27.0 43.3 34.0 34.0 LOS by Move: E D C+ E D D E- C C D C- C- HCM2kAvgQ: 6 15 10 4 14 14 6 7 13 7 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 315 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-126
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #47: Wolfe Rd & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 156 1119*** 172
Lanes: 0 1 2 0 2

Signal=Protect

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

160***

1 Cycle Time (sec): 119

0 401

0 Loss Time (sec): 12

1 558 2

Critical V/C: 0.835

1 884***
0 Avg Crit Del (sec/veh): 44.7

0 479 1

Avg Delay (sec/veh): 40.5

2 347
LOS: D

Lanes: 2 0 2 0 1
Final Vol: 266*** 893 412
Signal=Protect/Rights=Overlap

Street Name: Wolfe Rd Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 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: 266 893 412 172 1119 156 160 558 479 347 884 401 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: 266 893 412 172 1119 156 160 558 479 347 884 401 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: 266 893 412 172 1119 156 160 558 479 347 884 401 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: 266 893 412 172 1119 156 160 558 479 347 884 401 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 266 893 412 172 1119 156 160 558 479 347 884 401 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: 266 893 412 172 1119 156 160 558 479 347 884 401 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 2.00 1.00 2.00 2.62 0.38 1.00 2.00 1.00 2.00 1.36 0.64 Final Sat.: 3150 3800 1750 3150 4914 685 1750 3800 1750 3150 2545 1154 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.24 0.24 0.05 0.23 0.23 0.09 0.15 0.27 0.11 0.35 0.35 Crit Moves: **** **** **** **** Green Time: 12.0 35.6 58.6 8.9 32.4 32.4 13.0 39.5 51.6 23.0 49.5 49.5 Volume/Cap: 0.84 0.79 0.48 0.73 0.84 0.84 0.84 0.44 0.63 0.57 0.84 0.84 Uniform Del: 52.5 38.2 20.1 53.9 40.8 40.8 51.9 31.1 26.3 43.5 31.1 31.1 IncremntDel: 17.1 3.7 0.4 11.0 4.2 4.2 26.0 0.2 1.7 1.3 4.1 4.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 69.6 41.9 20.5 64.9 44.9 44.9 77.9 31.4 28.1 44.8 35.2 35.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 69.6 41.9 20.5 64.9 44.9 44.9 77.9 31.4 28.1 44.8 35.2 35.2 LOS by Move: E D C+ E D D E- C C D D+ D+ HCM2kAvgQ: 6 15 10 4 15 15 6 7 14 7 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 316 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-127
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #48: Tantau Ave & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 61 48 57***
Lanes: 0 0 1! 0 0

Signal=Protect

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

13***

1 Cycle Time (sec): 103

0 29

0 Loss Time (sec): 12

1 666 2

Critical V/C: 0.616

1 1138***
0 Avg Crit Del (sec/veh): 27.4

0 213 1

Avg Delay (sec/veh): 26.0

1 144
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 160*** 67 99
Signal=Split/Rights=Overlap

Street Name: Tantau Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 160 67 99 57 48 61 13 666 213 144 1138 29 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: 160 67 99 57 48 61 13 666 213 144 1138 29 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: 160 67 99 57 48 61 13 666 213 144 1138 29 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: 160 67 99 57 48 61 13 666 213 144 1138 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 67 99 57 48 61 13 666 213 144 1138 29 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: 160 67 99 57 48 61 13 666 213 144 1138 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.70 0.30 1.00 0.34 0.29 0.37 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1269 531 1750 601 506 643 1750 3800 1750 1750 3608 92 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.06 0.09 0.09 0.09 0.01 0.18 0.12 0.08 0.32 0.32 Crit Moves: **** **** **** **** Green Time: 19.7 19.7 37.8 14.9 14.9 14.9 7.0 38.4 58.1 18.0 49.4 49.4 Volume/Cap: 0.66 0.66 0.15 0.66 0.66 0.66 0.11 0.47 0.22 0.47 0.66 0.66 Uniform Del: 38.5 38.5 21.9 41.7 41.7 41.7 45.1 24.6 11.1 38.2 20.4 20.4 IncremntDel: 4.6 4.6 0.1 6.2 6.2 6.2 0.4 0.2 0.1 1.1 0.9 0.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 43.1 43.1 22.0 47.9 47.9 47.9 45.5 24.8 11.2 39.3 21.3 21.3 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: 43.1 43.1 22.0 47.9 47.9 47.9 45.5 24.8 11.2 39.3 21.3 21.3 LOS by Move: D D C+ D D D D C B+ D C+ C+ HCM2kAvgQ: 8 8 2 7 7 7 1 8 4 5 15 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 317 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-128
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #48: Tantau Ave & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 108*** 127 75
Lanes: 0 0 1! 0 0

Signal=Protect

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

13***

1 Cycle Time (sec): 103

0 118

0 Loss Time (sec): 12

1 731 2

Critical V/C: 0.814

1 1143***
0 Avg Crit Del (sec/veh): 43.2

0 247 1

Avg Delay (sec/veh): 37.3

1 149
LOS: D+

Lanes: 0 1 0 0 1
Final Vol: 199 149*** 106
Signal=Split/Rights=Overlap

Street Name: Tantau Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 199 149 106 75 127 108 13 731 247 149 1143 118 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: 199 149 106 75 127 108 13 731 247 149 1143 118 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: 199 149 106 75 127 108 13 731 247 149 1143 118 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: 199 149 106 75 127 108 13 731 247 149 1143 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 149 106 75 127 108 13 731 247 149 1143 118 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: 199 149 106 75 127 108 13 731 247 149 1143 118 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.57 0.43 1.00 0.24 0.41 0.35 1.00 2.00 1.00 1.00 1.81 0.19 Final Sat.: 1029 771 1750 423 717 610 1750 3800 1750 1750 3354 346 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.19 0.06 0.18 0.18 0.18 0.01 0.19 0.14 0.09 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 22.8 22.8 37.3 20.9 20.9 20.9 7.0 32.8 55.6 14.5 40.2 40.2 Volume/Cap: 0.87 0.87 0.17 0.87 0.87 0.87 0.11 0.60 0.26 0.60 0.87 0.87 Uniform Del: 38.7 38.7 22.3 39.7 39.7 39.7 45.1 29.7 12.7 41.6 29.0 29.0 IncremntDel: 18.5 18.5 0.1 20.3 20.3 20.3 0.4 0.9 0.1 4.2 6.1 6.1 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: 57.2 57.2 22.4 60.1 60.1 60.1 45.5 30.5 12.9 45.8 35.1 35.1 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: 57.2 57.2 22.4 60.1 60.1 60.1 45.5 30.5 12.9 45.8 35.1 35.1 LOS by Move: E+ E+ C+ E E E D C B D D+ D+ HCM2kAvgQ: 14 14 2 13 13 13 1 10 4 6 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 318 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-129
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #48: Tantau Ave & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 96 127 81***
Lanes: 0 0 1! 0 0

Signal=Protect

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

13***

1 Cycle Time (sec): 103

0 120

0 Loss Time (sec): 12

1 759 2

Critical V/C: 0.816

1 1171***
0 Avg Crit Del (sec/veh): 43.0

0 249 1

Avg Delay (sec/veh): 36.9

1 144
LOS: D+

Lanes: 0 1 0 0 1
Final Vol: 201 142*** 108
Signal=Split/Rights=Overlap

Street Name: Tantau Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 201 142 108 81 127 96 13 759 249 144 1171 120 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: 201 142 108 81 127 96 13 759 249 144 1171 120 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: 201 142 108 81 127 96 13 759 249 144 1171 120 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: 201 142 108 81 127 96 13 759 249 144 1171 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 201 142 108 81 127 96 13 759 249 144 1171 120 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: 201 142 108 81 127 96 13 759 249 144 1171 120 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.59 0.41 1.00 0.27 0.42 0.31 1.00 2.00 1.00 1.00 1.81 0.19 Final Sat.: 1055 745 1750 466 731 553 1750 3800 1750 1750 3356 344 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.19 0.06 0.17 0.17 0.17 0.01 0.20 0.14 0.08 0.35 0.35 Crit Moves: **** **** **** **** Green Time: 22.4 22.4 36.5 20.5 20.5 20.5 7.0 34.1 56.5 14.0 41.1 41.1 Volume/Cap: 0.87 0.87 0.17 0.87 0.87 0.87 0.11 0.60 0.26 0.60 0.87 0.87 Uniform Del: 38.9 38.9 22.9 40.0 40.0 40.0 45.1 28.8 12.2 41.9 28.6 28.6 IncremntDel: 19.1 19.1 0.1 21.0 21.0 21.0 0.4 0.8 0.1 4.3 6.1 6.1 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: 58.0 58.0 23.0 61.0 61.0 61.0 45.5 29.7 12.4 46.2 34.7 34.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.0 58.0 23.0 61.0 61.0 61.0 45.5 29.7 12.4 46.2 34.7 34.7 LOS by Move: E+ E+ C E E E D C B D C- C- HCM2kAvgQ: 14 14 3 13 13 13 1 11 4 6 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 319 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-130
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #49: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 585 1722 265***
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/23/2019 Rights=Overlap Lanes: Final Vol:

420

2 Cycle Time (sec): 181

1 249

0 Loss Time (sec): 12

0 110*** 2

Critical V/C: 0.519

2 183
0 Avg Crit Del (sec/veh): 37.7

0 196 1

Avg Delay (sec/veh): 40.4

2 79***
LOS: D

Lanes: 2 0 4 0 1
Final Vol: 199 2636*** 26
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Oakmead Pkwy 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 86 86 20 89 89 23 39 39 10 20 25 Y+R: 6.4 6.2 6.2 6.3 6.2 6.2 5.6 5.5 5.5 5.6 5.6 5.6 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 23 May 2019 << 7:45 AM - 8:45 AM Base Vol: 199 2636 26 265 1722 585 420 110 196 79 183 249 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 2636 26 265 1722 585 420 110 196 79 183 249 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 2636 26 265 1722 585 420 110 196 79 183 249 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 2636 26 265 1722 585 420 110 196 79 183 249 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 2636 26 265 1722 585 420 110 196 79 183 249 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 2636 26 265 1722 585 420 110 196 79 183 249 ------------|---------------||---------------||---------------||---------------| 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 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.35 0.01 0.08 0.23 0.33 0.13 0.03 0.11 0.03 0.05 0.14 Crit Moves: **** **** **** **** Green Time: 17.2 86.9 97.4 20.3 89.9 113.7 23.8 39.3 56.5 10.5 25.9 46.2 Volume/Cap: 0.66 0.72 0.03 0.75 0.46 0.53 1.01 0.13 0.36 0.43 0.34 0.56 Uniform Del: 79.1 37.5 19.6 77.9 29.6 18.8 78.6 57.1 48.2 82.4 69.8 58.5 IncremntDel: 5.6 0.7 0.0 8.6 0.1 0.5 47.8 0.1 0.4 1.6 0.4 1.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.80 0.70 1.00 0.77 0.50 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 84.7 30.5 13.8 86.5 23.0 9.9 126.4 57.2 48.6 84.0 70.2 60.1 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: 84.7 30.5 13.8 86.5 23.0 9.9 126.4 57.2 48.6 84.0 70.2 60.1 LOS by Move: F C B F C+ A F E+ D F E E HCM2kAvgQ: 6 23 0 10 11 10 19 2 9 3 5 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 320 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-131
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #49: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 585 1992 553***
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/23/2019 Rights=Overlap Lanes: Final Vol:

714***

2 Cycle Time (sec): 181

1 610***

0 Loss Time (sec): 12

0 179 2

Critical V/C: 1.223

2 218
0 Avg Crit Del (sec/veh): 187.9

0 196 1

Avg Delay (sec/veh): 172.1

2 346
LOS: F

Lanes: 2 0 4 0 1
Final Vol: 631 4306*** 139
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Oakmead Pkwy 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 86 86 20 89 89 23 39 39 10 20 25 Y+R: 6.4 6.2 6.2 6.3 6.2 6.2 5.6 5.5 5.5 5.6 5.6 5.6 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 23 May 2019 << 7:45 AM - 8:45 AM Base Vol: 631 4306 139 553 1992 585 714 179 196 346 218 610 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: 631 4306 139 553 1992 585 714 179 196 346 218 610 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: 631 4306 139 553 1992 585 714 179 196 346 218 610 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: 631 4306 139 553 1992 585 714 179 196 346 218 610 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 631 4306 139 553 1992 585 714 179 196 346 218 610 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: 631 4306 139 553 1992 585 714 179 196 346 218 610 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.20 0.57 0.08 0.18 0.26 0.33 0.23 0.05 0.11 0.11 0.06 0.35 Crit Moves: **** **** **** **** Green Time: 17.2 86.9 97.4 20.3 89.9 113.7 23.8 39.3 56.5 10.5 25.9 46.2 Volume/Cap: 2.11 1.18 0.15 1.56 0.53 0.53 1.72 0.22 0.36 1.89 0.40 1.37 Uniform Del: 81.9 47.1 21.0 80.3 31.1 18.8 78.6 58.2 48.2 85.3 70.5 67.4 IncremntDel:510.1 84.2 0.1 267.5 0.1 0.5 335.7 0.1 0.4 422.1 0.5 178.3 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 0.80 0.70 1.00 0.77 0.50 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 592.0 122 14.8 347.9 24.1 9.9 414.3 58.3 48.6 507.4 71.0 245.7 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: 592.0 122 14.8 347.9 24.1 9.9 414.3 58.3 48.6 507.4 71.0 245.7 LOS by Move: F F B F C A F E+ D F E F HCM2kAvgQ: 45 80 3 34 14 10 46 4 9 25 6 59 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 321 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-132
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #49: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 585 1935 559***
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/23/2019 Rights=Overlap Lanes: Final Vol:

710***

2 Cycle Time (sec): 181

1 644***

0 Loss Time (sec): 12

0 173 2

Critical V/C: 1.239

2 216
0 Avg Crit Del (sec/veh): 190.2

0 201 1

Avg Delay (sec/veh): 173.7

2 348
LOS: F

Lanes: 2 0 4 0 1
Final Vol: 625 4284*** 144
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Oakmead Pkwy 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 86 86 20 89 89 23 39 39 10 20 25 Y+R: 6.4 6.2 6.2 6.3 6.2 6.2 5.6 5.5 5.5 5.6 5.6 5.6 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 23 May 2019 << 7:45 AM - 8:45 AM Base Vol: 625 4284 144 559 1935 585 710 173 201 348 216 644 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: 625 4284 144 559 1935 585 710 173 201 348 216 644 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: 625 4284 144 559 1935 585 710 173 201 348 216 644 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: 625 4284 144 559 1935 585 710 173 201 348 216 644 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 625 4284 144 559 1935 585 710 173 201 348 216 644 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: 625 4284 144 559 1935 585 710 173 201 348 216 644 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.20 0.56 0.08 0.18 0.25 0.33 0.23 0.05 0.11 0.11 0.06 0.37 Crit Moves: **** **** **** **** Green Time: 17.2 86.9 97.4 20.3 89.9 113.7 23.8 39.3 56.5 10.5 25.9 46.2 Volume/Cap: 2.09 1.17 0.15 1.58 0.51 0.53 1.71 0.21 0.37 1.90 0.40 1.44 Uniform Del: 81.9 47.1 21.0 80.3 30.8 18.8 78.6 58.1 48.4 85.3 70.5 67.4 IncremntDel:501.1 81.5 0.1 274.9 0.1 0.5 331.4 0.1 0.4 426.9 0.5 211.0 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 0.80 0.70 1.00 0.77 0.50 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 583.0 119 14.9 355.3 23.9 9.9 410.0 58.2 48.8 512.2 70.9 278.4 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: 583.0 119 14.9 355.3 23.9 9.9 410.0 58.2 48.8 512.2 70.9 278.4 LOS by Move: F F B F C A F E+ D F E F HCM2kAvgQ: 44 79 3 35 13 10 46 4 9 25 6 65 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 322 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-133
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #51: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 450 987 176***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

115***

2 Cycle Time (sec): 181

0 238

0 Loss Time (sec): 12

1 141 2

Critical V/C: 0.903

1 345***
0 Avg Crit Del (sec/veh): 73.1

0 116 1

Avg Delay (sec/veh): 54.4

2 70
LOS: D-

Lanes: 2 0 3 0 1
Final Vol: 238 3373*** 374
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy 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: 25 101 101 17 93 93 13 29 29 11 27 27 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 238 3877 374 176 1134 450 115 141 116 70 345 238 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: 238 3877 374 176 1134 450 115 141 116 70 345 238 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: 238 3877 374 176 1134 450 115 141 116 70 345 238 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 238 3373 374 176 987 450 115 141 116 70 345 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 3373 374 176 987 450 115 141 116 70 345 238 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: 238 3373 374 176 987 450 115 141 116 70 345 238 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.94 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.16 0.84 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2173 1499 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.59 0.21 0.06 0.17 0.26 0.04 0.04 0.07 0.02 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 25.2 101 111.8 17.1 93.1 105.9 12.8 28.8 54.0 10.8 26.9 44.0 Volume/Cap: 0.54 1.06 0.35 0.59 0.34 0.44 0.52 0.23 0.22 0.37 1.07 0.65 Uniform Del: 72.5 40.0 16.8 78.6 25.8 21.0 81.1 66.5 47.7 81.8 77.1 61.6 IncremntDel: 1.4 34.9 0.2 3.1 0.1 0.3 2.1 0.2 0.2 1.2 58.1 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 0.67 0.53 1.00 0.74 0.61 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 73.9 61.6 9.1 81.7 19.3 13.1 83.2 66.7 47.9 83.1 135 63.4 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: 73.9 61.6 9.1 81.7 19.3 13.1 83.2 66.7 47.9 83.1 135 63.4 LOS by Move: E E A F B- B F E D F F E HCM2kAvgQ: 7 66 5 6 7 9 4 3 5 2 21 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 323 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-134
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #51: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 844*** 0 578
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

560***

2 Cycle Time (sec): 181

0 902***

0 Loss Time (sec): 12

1 141 2

Critical V/C: 1.208

1 345
0 Avg Crit Del (sec/veh): 713.4

0 385 1

Avg Delay (sec/veh): 539.2

2 459
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 975*** 0 623
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy 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: 25 101 101 17 93 93 13 29 29 11 27 27 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 975 0 623 578 0 844 560 141 385 459 345 902 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: 975 0 623 578 0 844 560 141 385 459 345 902 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: 975 0 623 578 0 844 560 141 385 459 345 902 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 975 0 623 578 0 844 560 141 385 459 345 902 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 975 0 623 578 0 844 560 141 385 459 345 902 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: 975 0 623 578 0 844 560 141 385 459 345 902 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.91 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1887 1737 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.31 0.00 0.36 0.18 0.00 0.48 0.18 0.04 0.22 0.15 0.18 0.52 Crit Moves: **** **** **** **** Green Time: 25.2 101 112.0 17.1 93.1 29.9 12.8 28.8 54.0 10.8 26.9 44.0 Volume/Cap: 2.22 0.00 0.58 1.94 0.00 2.92 2.51 0.23 0.74 2.44 1.23 2.14 Uniform Del: 77.9 0.0 20.4 81.9 0.0 75.5 84.1 66.5 57.1 85.1 77.1 68.5 IncremntDel:558.0 0.0 0.8 435.9 0.0 873.1 694.7 0.2 5.5 664.2 112 516.9 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 0.00 0.53 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 635.9 0.0 11.5 517.8 0.0 948.6 778.8 66.7 62.6 749.3 189 585.4 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: 635.9 0.0 11.5 517.8 0.0 948.6 778.8 66.7 62.6 749.3 189 585.4 LOS by Move: F A B+ F A F F E E F F F HCM2kAvgQ: 71 0 13 41 0 123 43 3 21 35 26 115 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 324 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-135
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #51: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 848*** 0 565
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

534***

2 Cycle Time (sec): 181

0 869***

0 Loss Time (sec): 12

1 141 2

Critical V/C: 1.183

1 345
0 Avg Crit Del (sec/veh): 687.5

0 383 1

Avg Delay (sec/veh): 521.2

2 460
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 941*** 0 622
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy 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: 25 101 101 17 93 93 13 29 29 11 27 27 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 941 0 622 565 0 848 534 141 383 460 345 869 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: 941 0 622 565 0 848 534 141 383 460 345 869 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: 941 0 622 565 0 848 534 141 383 460 345 869 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 941 0 622 565 0 848 534 141 383 460 345 869 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 941 0 622 565 0 848 534 141 383 460 345 869 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: 941 0 622 565 0 848 534 141 383 460 345 869 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.30 0.00 0.36 0.18 0.00 0.48 0.17 0.04 0.22 0.15 0.18 0.50 Crit Moves: **** **** **** **** Green Time: 25.2 101 112.0 17.1 93.1 29.9 12.8 28.8 54.0 10.8 26.9 44.0 Volume/Cap: 2.15 0.00 0.57 1.90 0.00 2.93 2.40 0.23 0.73 2.45 1.23 2.06 Uniform Del: 77.9 0.0 20.4 81.9 0.0 75.5 84.1 66.5 57.0 85.1 77.1 68.5 IncremntDel:523.3 0.0 0.8 416.5 0.0 879.3 642.6 0.2 5.3 666.5 113 481.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 0.53 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 601.2 0.0 11.5 498.5 0.0 954.9 726.7 66.7 62.4 751.6 190 550.3 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: 601.2 0.0 11.5 498.5 0.0 954.9 726.7 66.7 62.4 751.6 190 550.3 LOS by Move: F A B+ F A F F E E F F F HCM2kAvgQ: 67 0 13 39 0 124 40 3 21 35 26 109 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 325 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-136
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #53: Lawrence Expwy & Cabrillo Ave

Signal=Protect/Rights=Overlap
Final Vol: 50 1232 37***
Lanes: 1 0 3 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

131

2 Cycle Time (sec): 182

0 154

0 Loss Time (sec): 12

1 91*** 0

Critical V/C: 0.849

0 65
1 Avg Crit Del (sec/veh): 65.6

0 141 0

Avg Delay (sec/veh): 52.1

1 124***
LOS: D-

Lanes: 1 0 3 0 1
Final Vol: 50 3263*** 80
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Cabrillo 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: 11 107 107 11 107 107 15 25 25 15 25 25 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 50 3751 80 37 1416 50 131 91 141 124 65 154 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: 50 3751 80 37 1416 50 131 91 141 124 65 154 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: 50 3751 80 37 1416 50 131 91 141 124 65 154 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 50 3263 80 37 1232 50 131 91 141 124 65 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 3263 80 37 1232 50 131 91 141 124 65 154 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: 50 3263 80 37 1232 50 131 91 141 124 65 154 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.39 0.61 1.00 0.30 0.70 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 706 1094 1750 534 1266 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.57 0.05 0.02 0.22 0.03 0.04 0.13 0.13 0.07 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.9 107 122.3 11.1 108 123.2 15.4 25.7 36.6 15.5 25.3 36.4 Volume/Cap: 0.48 0.98 0.07 0.35 0.36 0.04 0.49 0.91 0.64 0.83 0.88 0.61 Uniform Del: 82.8 36.3 10.3 82.0 19.3 9.8 79.6 77.0 66.7 82.0 76.8 66.3 IncremntDel: 3.4 10.6 0.0 2.0 0.1 0.0 1.4 34.1 3.9 30.9 27.2 3.0 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 1.37 1.57 1.00 0.59 0.35 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 86.2 60.4 16.1 83.9 11.5 3.4 81.0 111 70.5 112.9 104 69.3 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: 86.2 60.4 16.1 83.9 11.5 3.4 81.0 111 70.5 112.9 104 69.3 LOS by Move: F E B F B+ A F F E F F E HCM2kAvgQ: 3 64 3 2 7 0 5 16 13 9 15 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 326 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-137
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #53: Lawrence Expwy & Cabrillo Ave

Signal=Protect/Rights=Overlap
Final Vol: 133 1523 73***
Lanes: 1 0 3 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

131

2 Cycle Time (sec): 182

0 183

0 Loss Time (sec): 12

1 134*** 0

Critical V/C: 1.332

0 140
1 Avg Crit Del (sec/veh): 247.9

0 414 0

Avg Delay (sec/veh): 183.0

1 200***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 230 4467*** 144
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Cabrillo 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: 11 107 107 11 107 107 15 25 25 15 25 25 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 230 5134 144 73 1750 133 131 134 414 200 140 183 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: 230 5134 144 73 1750 133 131 134 414 200 140 183 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: 230 5134 144 73 1750 133 131 134 414 200 140 183 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 230 4467 144 73 1523 133 131 134 414 200 140 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 230 4467 144 73 1523 133 131 134 414 200 140 183 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: 230 4467 144 73 1523 133 131 134 414 200 140 183 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.24 0.76 1.00 0.43 0.57 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 440 1360 1750 780 1020 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.78 0.08 0.04 0.27 0.08 0.04 0.30 0.30 0.11 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 10.9 107 122.3 11.1 108 123.2 15.4 25.7 36.6 15.5 25.3 36.4 Volume/Cap: 2.19 1.34 0.12 0.68 0.45 0.11 0.49 2.16 1.51 1.34 1.29 0.90 Uniform Del: 85.5 37.6 10.7 83.7 20.6 10.3 79.6 78.2 72.7 83.2 78.4 71.0 IncremntDel:567.2 153 0.0 16.8 0.1 0.0 1.4 533 245.1 191.6 157 24.0 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 1.37 1.57 1.00 0.59 0.35 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 652.8 205 16.7 100.5 12.3 3.6 81.0 611 317.8 274.9 236 95.0 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: 652.8 205 16.7 100.5 12.3 3.6 81.0 611 317.8 274.9 236 95.0 LOS by Move: F F B F B A F F F F F F HCM2kAvgQ: 30 125 5 4 9 1 5 70 56 21 30 21 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 327 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-138
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #53: Lawrence Expwy & Cabrillo Ave

Signal=Protect/Rights=Overlap
Final Vol: 122 1543 73***
Lanes: 1 0 3 0 1

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

131

2 Cycle Time (sec): 182

0 187

0 Loss Time (sec): 12

1 152*** 0

Critical V/C: 1.333

0 135
1 Avg Crit Del (sec/veh): 246.6

0 400 0

Avg Delay (sec/veh): 186.1

1 208***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 250 4435*** 140
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Cabrillo 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: 11 107 107 11 107 107 15 25 25 15 25 25 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 250 5098 140 73 1774 122 131 152 400 208 135 187 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: 250 5098 140 73 1774 122 131 152 400 208 135 187 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: 250 5098 140 73 1774 122 131 152 400 208 135 187 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 250 4435 140 73 1543 122 131 152 400 208 135 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 250 4435 140 73 1543 122 131 152 400 208 135 187 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: 250 4435 140 73 1543 122 131 152 400 208 135 187 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.28 0.72 1.00 0.42 0.58 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 496 1304 1750 755 1045 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.78 0.08 0.04 0.27 0.07 0.04 0.31 0.31 0.12 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 10.9 107 122.3 11.1 108 123.2 15.4 25.7 36.6 15.5 25.3 36.4 Volume/Cap: 2.38 1.33 0.12 0.68 0.46 0.10 0.49 2.17 1.52 1.40 1.29 0.89 Uniform Del: 85.5 37.6 10.6 83.7 20.7 10.2 79.6 78.2 72.7 83.2 78.4 70.9 IncremntDel:651.5 149 0.0 16.8 0.1 0.0 1.4 540 249.9 213.3 156 23.5 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 1.37 1.57 1.00 0.59 0.35 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 737.1 200 16.7 100.5 12.4 3.6 81.0 618 322.6 296.5 234 94.5 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: 737.1 200 16.7 100.5 12.4 3.6 81.0 618 322.6 296.5 234 94.5 LOS by Move: F F B F B A F F F F F F HCM2kAvgQ: 34 123 5 4 10 1 5 71 57 22 30 21 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 328 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-139
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #54: Lawrence Expwy & Benton St

Signal=Protect/Rights=Overlap
Final Vol: 48 1221 148***
Lanes: 1 0 3 0 1

Signal=Protect

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

114

1 Cycle Time (sec): 173

0 433

0 Loss Time (sec): 12

1 107*** 1

Critical V/C: 0.786

1 161
1 Avg Crit Del (sec/veh): 63.4

0 105 0

Avg Delay (sec/veh): 53.7

1 269***
LOS: D-

Lanes: 1 0 3 0 1
Final Vol: 78 2493*** 116
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Benton St 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 86 86 19 89 89 19 21 21 25 27 27 Y+R: 5.2 6.2 6.2 5.3 6.2 6.2 5.1 5.7 5.7 5.3 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 78 2865 116 148 1404 48 114 107 105 269 161 433 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: 78 2865 116 148 1404 48 114 107 105 269 161 433 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: 78 2865 116 148 1404 48 114 107 105 269 161 433 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 78 2493 116 148 1221 48 114 107 105 269 161 433 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 2493 116 148 1221 48 114 107 105 269 161 433 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: 78 2493 116 148 1221 48 114 107 105 269 161 433 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 1750 5700 1750 1750 1899 1800 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.44 0.07 0.08 0.21 0.03 0.07 0.06 0.06 0.15 0.08 0.25 Crit Moves: **** **** **** **** Green Time: 15.7 86.0 111.0 18.6 89.0 107.8 18.8 20.7 36.4 25.0 27.2 45.8 Volume/Cap: 0.49 0.88 0.10 0.79 0.42 0.04 0.60 0.47 0.28 1.06 0.54 0.93 Uniform Del: 74.8 38.9 11.9 75.3 25.9 12.6 73.5 71.0 57.3 74.0 67.1 62.1 IncremntDel: 2.4 3.5 0.0 19.4 0.1 0.0 5.2 0.8 0.2 74.5 0.5 21.1 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 1.24 1.48 1.00 0.74 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 77.2 51.6 17.7 94.7 19.4 6.5 78.7 71.8 57.5 148.5 67.7 83.3 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: 77.2 51.6 17.7 94.7 19.4 6.5 78.7 71.8 57.5 148.5 67.7 83.3 LOS by Move: E- D- B F B- A E- E E+ F E F HCM2kAvgQ: 4 39 4 8 9 0 7 6 5 21 8 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 329 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-140
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #54: Lawrence Expwy & Benton St

Signal=Protect/Rights=Overlap
Final Vol: 212 2654 148***
Lanes: 1 0 3 0 2

Signal=Protect

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

114

2 Cycle Time (sec): 173

0 781

0 Loss Time (sec): 12

1 181*** 1

Critical V/C: 1.322

1 295
1 Avg Crit Del (sec/veh): 309.9

0 140 0

Avg Delay (sec/veh): 217.1

1 680***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 218 4035*** 168
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Benton St 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 86 86 19 89 89 19 21 21 25 27 27 Y+R: 5.2 6.2 6.2 5.3 6.2 6.2 5.1 5.7 5.7 5.3 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 218 4638 168 148 3051 212 114 181 140 680 295 781 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: 218 4638 168 148 3051 212 114 181 140 680 295 781 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: 218 4638 168 148 3051 212 114 181 140 680 295 781 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 218 4035 168 148 2654 212 114 181 140 680 295 781 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 218 4035 168 148 2654 212 114 181 140 680 295 781 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: 218 4035 168 148 2654 212 114 181 140 680 295 781 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.10 0.90 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 2085 1613 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.71 0.10 0.05 0.47 0.12 0.04 0.09 0.09 0.39 0.16 0.45 Crit Moves: **** **** **** **** Green Time: 15.7 86.0 111.0 18.6 89.0 107.8 18.8 20.7 36.4 25.0 27.2 45.8 Volume/Cap: 1.37 1.42 0.15 0.44 0.91 0.19 0.33 0.73 0.41 2.69 0.99 1.69 Uniform Del: 78.6 43.5 12.3 72.3 38.2 14.0 71.3 73.4 59.0 74.0 72.7 63.6 IncremntDel:202.0 193 0.1 0.9 4.5 0.1 0.6 5.9 0.4 771.3 24.2 315.5 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 1.24 1.48 1.00 0.74 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 280.6 247 18.3 73.2 32.9 7.3 71.9 79.3 59.4 845.3 96.9 379.1 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: 280.6 247 18.3 73.2 32.9 7.3 71.9 79.3 59.4 845.3 96.9 379.1 LOS by Move: F F B- E C- A E E- E+ F F F HCM2kAvgQ: 20 115 5 4 40 2 4 10 8 95 20 86 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 330 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-141
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #54: Lawrence Expwy & Benton St

Signal=Protect/Rights=Overlap
Final Vol: 217 2714 148***
Lanes: 1 0 3 0 2

Signal=Protect

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

114

2 Cycle Time (sec): 173

0 771

0 Loss Time (sec): 12

1 188*** 1

Critical V/C: 1.287

1 389
1 Avg Crit Del (sec/veh): 290.8

0 133 0

Avg Delay (sec/veh): 206.5

1 637***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 207 3989*** 217
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Benton St 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 86 86 19 89 89 19 21 21 25 27 27 Y+R: 5.2 6.2 6.2 5.3 6.2 6.2 5.1 5.7 5.7 5.3 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 207 4585 217 148 3119 217 114 188 133 637 389 771 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: 207 4585 217 148 3119 217 114 188 133 637 389 771 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: 207 4585 217 148 3119 217 114 188 133 637 389 771 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 207 3989 217 148 2714 217 114 188 133 637 389 771 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 3989 217 148 2714 217 114 188 133 637 389 771 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: 207 3989 217 148 2714 217 114 188 133 637 389 771 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.15 0.85 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 2166 1532 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.70 0.12 0.05 0.48 0.12 0.04 0.09 0.09 0.36 0.20 0.44 Crit Moves: **** **** **** **** Green Time: 15.7 86.0 111.0 18.6 89.0 107.8 18.8 20.7 36.4 25.0 27.2 45.8 Volume/Cap: 1.30 1.41 0.19 0.44 0.93 0.20 0.33 0.73 0.41 2.52 1.30 1.66 Uniform Del: 78.6 43.5 12.7 72.3 38.9 14.0 71.3 73.4 59.0 74.0 72.9 63.6 IncremntDel:174.3 186 0.1 0.9 5.7 0.1 0.6 5.9 0.4 695.2 144 305.3 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 1.24 1.48 1.00 0.74 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 253.0 239 18.9 73.2 34.7 7.3 71.9 79.3 59.4 769.2 217 368.9 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: 253.0 239 18.9 73.2 34.7 7.3 71.9 79.3 59.4 769.2 217 368.9 LOS by Move: F F B- E C- A E E- E+ F F F HCM2kAvgQ: 17 112 7 4 42 2 4 10 8 87 33 84 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 331 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-142
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #56: Lawrence Expwy & Pruneridge Ave

Signal=Protect/Rights=Overlap
Final Vol: 63 1045 105***
Lanes: 1 0 3 0 2

Signal=Protect

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

83***

2 Cycle Time (sec): 170

0 601***

0 Loss Time (sec): 12

1 129 1

Critical V/C: 0.878

1 300
1 Avg Crit Del (sec/veh): 75.5

0 112 0

Avg Delay (sec/veh): 61.2

2 435
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 62 2542*** 96
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Pruneridge 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: 14 81 81 16 83 83 13 24 24 26 37 37 Y+R: 6.1 6.2 6.2 6.1 6.2 6.2 5.7 5.9 5.9 5.8 5.9 5.9 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 62 2922 96 105 1201 63 83 129 112 435 300 601 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: 62 2922 96 105 1201 63 83 129 112 435 300 601 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: 62 2922 96 105 1201 63 83 129 112 435 300 601 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 62 2542 96 105 1045 63 83 129 112 435 300 601 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 2542 96 105 1045 63 83 129 112 435 300 601 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: 62 2542 96 105 1045 63 83 129 112 435 300 601 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.05 0.95 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 1979 1718 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.45 0.05 0.03 0.18 0.04 0.03 0.07 0.07 0.14 0.16 0.34 Crit Moves: **** **** **** **** Green Time: 13.9 81.4 106.9 15.5 83.0 95.4 12.4 23.6 37.5 25.5 36.8 52.3 Volume/Cap: 0.24 0.93 0.09 0.37 0.38 0.06 0.36 0.47 0.30 0.92 0.73 1.12 Uniform Del: 73.1 41.7 12.4 72.6 27.3 17.0 75.0 67.4 55.2 71.3 62.0 58.8 IncremntDel: 0.5 6.6 0.0 0.8 0.1 0.0 1.0 0.7 0.2 23.3 2.2 68.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.21 1.46 1.00 0.78 0.66 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 73.6 57.2 18.1 73.4 21.5 11.2 76.0 68.1 55.4 94.6 64.2 127.4 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: 73.6 57.2 18.1 73.4 21.5 11.2 76.0 68.1 55.4 94.6 64.2 127.4 LOS by Move: E E+ B- E C+ B+ E- E E+ F E F HCM2kAvgQ: 2 46 3 3 8 1 3 6 5 17 15 45 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 332 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-143
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #56: Lawrence Expwy & Pruneridge Ave
Signal=Protect/Rights=Overlap
Final Vol: 453 1851 323***
Lanes: 1 0 3 0 2
Signal=Protect
Signal=Protect
Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:
130*** 2
Cycle Time (sec): 170
0 601***
0 Loss Time (sec): 12
1 412 1
Critical V/C: 1.098
1 310
1 Avg Crit Del (sec/veh): 184.4
0 175 0
Avg Delay (sec/veh): 129.4
2 435
LOS: F
Lanes: 2 0 3 0 1
Final Vol: 297 3624*** 120
Signal=Protect/Rights=Overlap
Street Name: Lawrence Expwy Pruneridge 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: 14 81 81 16 83 83 13 24 24 26 37 37 Y+R: 6.1 6.2 6.2 6.1 6.2 6.2 5.7 5.9 5.9 5.8 5.9 5.9 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 297 4165 120 323 2128 453 130 412 175 435 310 601 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 297 4165 120 323 2128 453 130 412 175 435 310 601 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 297 4165 120 323 2128 453 130 412 175 435 310 601 User Adj: 1.00 0.87 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 297 3624 120 323 1851 453 130 412 175 435 310 601 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 297 3624 120 323 1851 453 130 412 175 435 310 601 PCE Adj: 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 297 3624 120 323 1851 453 130 412 175 435 310 601 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.39 0.61 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 2596 1103 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.64 0.07 0.10 0.32 0.26 0.04 0.16 0.16 0.14 0.16 0.34 Crit Moves: **** **** **** ****
Green Time: 13.9 81.4 106.9 15.5 83.0 95.4 12.4 23.6 37.5 25.5 36.8 52.3 Volume/Cap: 1.15 1.33 0.11 1.12 0.67 0.46 0.57 1.14 0.72 0.92 0.75 1.12 Uniform Del: 78.0 44.3 12.6 77.2 33.0 22.1 76.2 73.2 61.4 71.3 62.4 58.8 IncremntDel:103.6 150 0.0 90.8 0.6 0.3 3.3 85.6 3.1 23.3 2.7 68.4 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 1.21 1.46 1.00 0.78 0.66 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 181.7 204 18.3 168.1 26.5 14.9 79.5 159 64.5 94.6 65.1 127.3 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: 181.7 204 18.3 168.1 26.5 14.9 79.5 159 64.5 94.6 65.1 127.3 LOS by Move: F F B- F C B E- F E F E F HCM2kAvgQ: 15 98 4 13 18 9 5 23 15 17 16 45 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 333 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-144
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #56: Lawrence Expwy & Pruneridge Ave

Signal=Protect/Rights=Overlap
Final Vol: 430 1873 379***
Lanes: 1 0 3 0 2

Signal=Protect

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

128

2 Cycle Time (sec): 170

0 601

0 Loss Time (sec): 12

1 411*** 1

Critical V/C: 1.135

1 315
1 Avg Crit Del (sec/veh): 193.9

0 174 0

Avg Delay (sec/veh): 133.8

2 435***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 285 3639*** 96
Signal=Protect/Rights=Overlap

Street Name: Lawrence Expwy Pruneridge 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: 14 81 81 16 83 83 13 24 24 26 37 37 Y+R: 6.1 6.2 6.2 6.1 6.2 6.2 5.7 5.9 5.9 5.8 5.9 5.9 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 285 4183 96 379 2153 430 128 411 174 435 315 601 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: 285 4183 96 379 2153 430 128 411 174 435 315 601 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: 285 4183 96 379 2153 430 128 411 174 435 315 601 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 285 3639 96 379 1873 430 128 411 174 435 315 601 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 285 3639 96 379 1873 430 128 411 174 435 315 601 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: 285 3639 96 379 1873 430 128 411 174 435 315 601 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.39 0.61 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 2599 1100 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.64 0.05 0.12 0.33 0.25 0.04 0.16 0.16 0.14 0.17 0.34 Crit Moves: **** **** **** **** Green Time: 13.9 81.4 106.9 15.5 83.0 95.4 12.4 23.6 37.5 25.5 36.8 52.3 Volume/Cap: 1.11 1.33 0.09 1.32 0.67 0.44 0.56 1.14 0.72 0.92 0.77 1.12 Uniform Del: 78.0 44.3 12.4 77.2 33.2 21.7 76.2 73.2 61.3 71.3 62.5 58.8 IncremntDel: 87.5 153 0.0 166.1 0.7 0.3 3.0 84.1 3.1 23.3 3.0 68.4 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 1.21 1.46 1.00 0.78 0.66 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 165.5 206 18.1 243.3 26.7 14.6 79.2 157 64.4 94.6 65.6 127.2 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: 165.5 206 18.1 243.3 26.7 14.6 79.2 157 64.4 94.6 65.6 127.2 LOS by Move: F F B- F C B E- F E F E F HCM2kAvgQ: 14 99 3 18 19 8 5 23 15 17 17 45 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 334 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-268
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 148 28*** 142
Lanes: 1 0 0 1 1

Signal=Protect

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

197***

2 Cycle Time (sec): 130

1 208

0 Loss Time (sec): 12

0 547 2

Critical V/C: 0.551

3 1357***
1 Avg Crit Del (sec/veh): 35.7

0 192 0

Avg Delay (sec/veh): 34.5

2 258
LOS: C-

Lanes: 1 1 0 0 1
Final Vol: 487*** 50 151
Signal=Split/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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 487 50 151 142 28 148 197 547 192 258 1357 208 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: 487 50 151 142 28 148 197 547 192 258 1357 208 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: 487 50 151 142 28 148 197 547 192 258 1357 208 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: 487 50 151 142 28 148 197 547 192 258 1357 208 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 487 50 151 142 28 148 197 547 192 258 1357 208 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: 487 50 151 142 28 148 197 547 192 258 1357 208 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.82 0.18 1.00 1.68 0.32 1.00 2.00 2.19 0.81 2.00 3.00 1.00 Final Sat.: 3219 331 1750 2965 585 1750 3150 4143 1454 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.09 0.05 0.05 0.08 0.06 0.13 0.13 0.08 0.24 0.12 Crit Moves: **** **** **** **** Green Time: 35.7 35.7 62.9 11.3 11.3 26.1 14.8 43.8 43.8 27.2 56.2 67.5 Volume/Cap: 0.55 0.55 0.18 0.55 0.55 0.42 0.55 0.39 0.39 0.39 0.55 0.23 Uniform Del: 40.3 40.3 19.0 56.9 56.9 45.4 54.5 32.9 32.9 44.3 27.5 17.0 IncremntDel: 0.7 0.7 0.1 2.1 2.1 0.8 1.8 0.1 0.1 0.4 0.3 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 41.0 41.0 19.1 59.0 59.0 46.2 56.3 33.1 33.1 44.7 27.8 17.2 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: 41.0 41.0 19.1 59.0 59.0 46.2 56.3 33.1 33.1 44.7 27.8 17.2 LOS by Move: D D B- E+ E+ D E+ C- C- D C B HCM2kAvgQ: 9 9 3 3 3 5 4 7 7 5 13 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 335 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-269
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 322 28*** 278
Lanes: 1 0 0 1 1

Signal=Protect

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

489***

2 Cycle Time (sec): 130

1 300

0 Loss Time (sec): 12

0 1127 2

Critical V/C: 0.721

3 1357***
1 Avg Crit Del (sec/veh): 46.0

0 474 0

Avg Delay (sec/veh): 40.1

2 269
LOS: D

Lanes: 1 1 0 0 1
Final Vol: 570*** 51 151
Signal=Split/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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 570 51 151 278 28 322 489 1127 474 269 1357 300 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: 570 51 151 278 28 322 489 1127 474 269 1357 300 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: 570 51 151 278 28 322 489 1127 474 269 1357 300 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: 570 51 151 278 28 322 489 1127 474 269 1357 300 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 570 51 151 278 28 322 489 1127 474 269 1357 300 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: 570 51 151 278 28 322 489 1127 474 269 1357 300 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 1.00 0.95 0.83 1.00 0.92 Lanes: 1.84 0.16 1.00 1.82 0.18 1.00 2.00 2.08 0.92 2.00 3.00 1.00 Final Sat.: 3258 292 1750 3225 325 1750 3150 3940 1657 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.17 0.09 0.09 0.09 0.18 0.16 0.29 0.29 0.09 0.24 0.17 Crit Moves: **** **** **** **** Green Time: 31.5 31.5 47.8 15.5 15.5 43.5 28.0 54.6 54.6 16.3 42.9 58.5 Volume/Cap: 0.72 0.72 0.23 0.72 0.72 0.55 0.72 0.68 0.68 0.68 0.72 0.38 Uniform Del: 45.2 45.2 28.4 55.1 55.1 35.2 47.4 30.6 30.6 54.4 38.3 23.8 IncremntDel: 3.0 3.0 0.2 6.0 6.0 1.1 3.8 0.8 0.8 4.8 1.4 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: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 48.2 48.2 28.6 61.1 61.1 36.4 51.2 31.4 31.4 59.2 39.7 24.1 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: 48.2 48.2 28.6 61.1 61.1 36.4 51.2 31.4 31.4 59.2 39.7 24.1 LOS by Move: D D C E E D+ D- C C E+ D C HCM2kAvgQ: 11 11 4 6 6 11 11 17 17 6 15 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 336 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-270
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 331 28*** 273
Lanes: 1 0 0 1 1

Signal=Protect

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

504***

2 Cycle Time (sec): 130

1 304

0 Loss Time (sec): 12

0 1183 2

Critical V/C: 0.728

3 1357***
1 Avg Crit Del (sec/veh): 46.3

0 524 0

Avg Delay (sec/veh): 40.4

2 275
LOS: D

Lanes: 1 1 0 0 1
Final Vol: 582 51*** 151
Signal=Split/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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 582 51 151 273 28 331 504 1183 524 275 1357 304 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: 582 51 151 273 28 331 504 1183 524 275 1357 304 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: 582 51 151 273 28 331 504 1183 524 275 1357 304 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: 582 51 151 273 28 331 504 1183 524 275 1357 304 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 582 51 151 273 28 331 504 1183 524 275 1357 304 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: 582 51 151 273 28 331 504 1183 524 275 1357 304 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 1.00 0.95 0.83 1.00 0.92 Lanes: 1.84 0.16 1.00 1.82 0.18 1.00 2.00 2.05 0.95 2.00 3.00 1.00 Final Sat.: 3264 286 1750 3220 330 1750 3150 3879 1718 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.18 0.09 0.08 0.08 0.19 0.16 0.30 0.30 0.09 0.24 0.17 Crit Moves: **** **** **** **** Green Time: 31.8 31.8 47.6 15.1 15.1 43.7 28.6 55.2 55.2 15.8 42.5 57.6 Volume/Cap: 0.73 0.73 0.24 0.73 0.73 0.56 0.73 0.72 0.72 0.72 0.73 0.39 Uniform Del: 45.1 45.1 28.6 55.4 55.4 35.3 47.1 30.9 30.9 54.9 38.7 24.4 IncremntDel: 3.1 3.1 0.2 6.4 6.4 1.3 3.9 1.1 1.1 6.4 1.5 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: 48.3 48.3 28.7 61.9 61.9 36.6 51.0 32.0 32.0 61.4 40.1 24.7 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: 48.3 48.3 28.7 61.9 61.9 36.6 51.0 32.0 32.0 61.4 40.1 24.7 LOS by Move: D D C E E D+ D- C- C- E D C HCM2kAvgQ: 11 11 4 6 6 11 11 19 19 6 15 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 337 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-271
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #1402: Sunnyvale-Saratoga Rd / Remington Dr

Signal=Protect/Rights=Include
Final Vol: 98 512 31***
Lanes: 0 1 2 0 2

Signal=Protect

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

170***

1 Cycle Time (sec): 170

1 65

0 Loss Time (sec): 12

0 298 1

Critical V/C: 0.773

1 268***
1 Avg Crit Del (sec/veh): 36.8

0 87 0

Avg Delay (sec/veh): 42.9

2 361
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 150 2376*** 257
Signal=Protect/Rights=Include

Street Name: Sunnyvale-Saratoga Road Remington Drive 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: 150 2376 257 31 512 98 170 298 87 361 268 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 150 2376 257 31 512 98 170 298 87 361 268 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 150 2376 257 31 512 98 170 298 87 361 268 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 150 2376 257 31 512 98 170 298 87 361 268 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 2376 257 31 512 98 170 298 87 361 268 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 150 2376 257 31 512 98 170 298 87 361 268 65 ------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.92 Lanes: 2.00 2.70 0.30 2.00 2.50 0.50 1.00 1.54 0.46 2.00 1.00 1.00 Final Sat.: 3150 5053 547 3150 4699 899 1750 2863 836 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.47 0.47 0.01 0.11 0.11 0.10 0.10 0.10 0.11 0.14 0.04 Crit Moves: **** **** **** **** Green Time: 32.6 100 100.2 7.0 74.6 74.6 20.7 24.2 24.2 26.6 30.1 37.1 Volume/Cap: 0.25 0.80 0.80 0.24 0.25 0.25 0.80 0.73 0.73 0.73 0.80 0.17 Uniform Del: 58.3 27.0 27.0 78.9 30.0 30.0 72.6 69.8 69.8 68.3 67.1 54.0 IncremntDel: 0.2 1.4 1.4 1.0 0.1 0.1 18.7 5.2 5.2 5.6 12.6 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: 58.5 28.5 28.5 79.9 30.1 30.1 91.3 75.1 75.1 73.9 79.6 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: 58.5 28.5 28.5 79.9 30.1 30.1 91.3 75.1 75.1 73.9 79.6 54.2 LOS by Move: E+ C C E- C C F E- E- E E- D- HCM2kAvgQ: 4 35 35 1 6 6 11 11 11 11 13 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 338 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-272
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #1402: Sunnyvale-Saratoga Rd / Remington Dr

Signal=Protect/Rights=Include
Final Vol: 195 873 76***
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): 170

1 247

0 Loss Time (sec): 12

0 770 1

Critical V/C: 0.963

1 438***
1 Avg Crit Del (sec/veh): 67.1

0 136 0

Avg Delay (sec/veh): 63.7

2 361
LOS: E

Lanes: 2 0 2 1 0
Final Vol: 176 2433*** 257
Signal=Protect/Rights=Include

Street Name: Sunnyvale-Saratoga Road Remington Drive 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: 176 2433 257 76 873 195 280 770 136 361 438 247 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: 176 2433 257 76 873 195 280 770 136 361 438 247 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: 176 2433 257 76 873 195 280 770 136 361 438 247 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: 176 2433 257 76 873 195 280 770 136 361 438 247 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 2433 257 76 873 195 280 770 136 361 438 247 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: 176 2433 257 76 873 195 280 770 136 361 438 247 ------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.92 Lanes: 2.00 2.70 0.30 2.00 2.43 0.57 1.00 1.69 0.31 2.00 1.00 1.00 Final Sat.: 3150 5064 535 3150 4576 1022 1750 3144 555 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.48 0.48 0.02 0.19 0.19 0.16 0.24 0.24 0.11 0.23 0.14 Crit Moves: **** **** **** **** Green Time: 20.5 83.3 83.3 7.0 69.8 69.8 27.7 46.1 46.1 21.6 40.0 47.0 Volume/Cap: 0.46 0.98 0.98 0.59 0.46 0.46 0.98 0.90 0.90 0.90 0.98 0.51 Uniform Del: 69.7 42.6 42.6 80.1 36.5 36.5 70.9 59.8 59.8 73.2 64.6 51.8 IncremntDel: 0.9 12.9 12.9 6.8 0.1 0.1 47.7 11.2 11.2 23.1 37.4 0.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 70.6 55.5 55.5 86.9 36.6 36.6 118.6 71.0 71.0 96.2 102 52.8 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: 70.6 55.5 55.5 86.9 36.6 36.6 118.6 71.0 71.0 96.2 102 52.8 LOS by Move: E E+ E+ F D+ D+ F E E F F D- HCM2kAvgQ: 5 46 46 2 13 13 20 26 26 11 23 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 339 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-273
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #1402: Sunnyvale-Saratoga Rd / Remington Dr

Signal=Protect/Rights=Include
Final Vol: 207 909 94***
Lanes: 0 1 2 0 2

Signal=Protect

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

304***

1 Cycle Time (sec): 170

1 247

0 Loss Time (sec): 12

0 747 1

Critical V/C: 1.017

1 485***
1 Avg Crit Del (sec/veh): 82.4

0 137 0

Avg Delay (sec/veh): 71.0

2 361
LOS: E

Lanes: 2 0 2 1 0
Final Vol: 179 2467*** 257
Signal=Protect/Rights=Include

Street Name: Sunnyvale-Saratoga Road Remington Drive 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: 179 2467 257 94 909 207 304 747 137 361 485 247 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: 179 2467 257 94 909 207 304 747 137 361 485 247 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: 179 2467 257 94 909 207 304 747 137 361 485 247 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: 179 2467 257 94 909 207 304 747 137 361 485 247 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 2467 257 94 909 207 304 747 137 361 485 247 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: 179 2467 257 94 909 207 304 747 137 361 485 247 ------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.92 Lanes: 2.00 2.71 0.29 2.00 2.42 0.58 1.00 1.68 0.32 2.00 1.00 1.00 Final Sat.: 3150 5071 528 3150 4560 1038 1750 3126 573 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.49 0.49 0.03 0.20 0.20 0.17 0.24 0.24 0.11 0.26 0.14 Crit Moves: **** **** **** **** Green Time: 19.4 80.2 80.2 7.0 67.9 67.9 28.7 47.8 47.8 22.9 42.1 49.1 Volume/Cap: 0.50 1.03 1.03 0.72 0.50 0.50 1.03 0.85 0.85 0.85 1.03 0.49 Uniform Del: 70.8 44.9 44.9 80.5 38.3 38.3 70.7 57.7 57.7 71.8 63.9 50.1 IncremntDel: 1.1 26.0 26.0 18.3 0.2 0.2 60.5 6.7 6.7 14.9 49.6 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: 71.9 70.8 70.8 98.8 38.5 38.5 131.2 64.4 64.4 86.7 114 50.8 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: 71.9 70.8 70.8 98.8 38.5 38.5 131.2 64.4 64.4 86.7 114 50.8 LOS by Move: E E E F D+ D+ F E E F F D HCM2kAvgQ: 5 51 51 3 14 14 23 24 24 11 27 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 340 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-274
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #1404: El Camino Real (SR 82) / Fair Oaks Ave

Signal=Protect/Rights=Include
Final Vol: 152 469 104***
Lanes: 0 1 1 0 1

Signal=Protect

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

148***

1 Cycle Time (sec): 137

1 142

0 Loss Time (sec): 12

0 422 2

Critical V/C: 0.604

3 1211***
1 Avg Crit Del (sec/veh): 40.9

0 68 0

Avg Delay (sec/veh): 41.0

1 168
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 104 594*** 127
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: 104 594 127 104 469 152 148 422 68 168 1211 142 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: 104 594 127 104 469 152 148 422 68 168 1211 142 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: 104 594 127 104 469 152 148 422 68 168 1211 142 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: 104 594 127 104 469 152 148 422 68 168 1211 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 594 127 104 469 152 148 422 68 168 1211 142 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: 104 594 127 104 469 152 148 422 68 168 1211 142 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 1.64 0.36 1.00 1.50 0.50 1.00 2.57 0.43 1.00 3.00 1.00 Final Sat.: 1750 3048 652 1750 2794 905 1750 4822 777 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.19 0.19 0.06 0.17 0.17 0.08 0.09 0.09 0.10 0.21 0.08 Crit Moves: **** **** **** **** Green Time: 15.1 44.2 44.2 13.5 42.6 42.6 19.2 32.1 32.1 35.2 48.2 61.6 Volume/Cap: 0.54 0.60 0.60 0.60 0.54 0.54 0.60 0.37 0.37 0.37 0.60 0.18 Uniform Del: 57.7 39.1 39.1 59.2 39.1 39.1 55.3 44.0 44.0 41.8 36.6 22.6 IncremntDel: 3.1 0.9 0.9 6.0 0.5 0.5 4.2 0.2 0.2 0.5 0.5 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 60.8 39.9 39.9 65.2 39.6 39.6 59.6 44.2 44.2 42.3 37.1 22.7 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: 60.8 39.9 39.9 65.2 39.6 39.6 59.6 44.2 44.2 42.3 37.1 22.7 LOS by Move: E D D E D D E+ D D D D+ C+ HCM2kAvgQ: 4 12 12 5 11 11 6 6 6 6 13 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 341 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-275
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #1404: El Camino Real (SR 82) / Fair Oaks Ave

Signal=Protect/Rights=Include
Final Vol: 321 770*** 235
Lanes: 0 1 1 0 1

Signal=Protect

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

248***

1 Cycle Time (sec): 137

1 331

0 Loss Time (sec): 12

0 1042 2

Critical V/C: 0.911

3 1211***
1 Avg Crit Del (sec/veh): 63.2

0 117 0

Avg Delay (sec/veh): 55.9

1 195
LOS: E+

Lanes: 1 0 1 1 0
Final Vol: 319*** 748 162
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: 319 748 162 235 770 321 248 1042 117 195 1211 331 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: 319 748 162 235 770 321 248 1042 117 195 1211 331 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: 319 748 162 235 770 321 248 1042 117 195 1211 331 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: 319 748 162 235 770 321 248 1042 117 195 1211 331 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 319 748 162 235 770 321 248 1042 117 195 1211 331 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: 319 748 162 235 770 321 248 1042 117 195 1211 331 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 1.63 0.37 1.00 1.40 0.60 1.00 2.69 0.31 1.00 3.00 1.00 Final Sat.: 1750 3041 659 1750 2611 1088 1750 5034 565 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.25 0.25 0.13 0.29 0.29 0.14 0.21 0.21 0.11 0.21 0.19 Crit Moves: **** **** **** **** Green Time: 27.4 46.4 46.4 25.3 44.3 44.3 21.3 34.6 34.6 18.6 31.9 57.3 Volume/Cap: 0.91 0.73 0.73 0.73 0.91 0.91 0.91 0.82 0.82 0.82 0.91 0.45 Uniform Del: 53.6 39.7 39.7 52.6 44.4 44.4 56.9 48.2 48.2 57.5 51.1 28.6 IncremntDel: 27.0 2.2 2.2 8.0 10.5 10.5 32.2 3.9 3.9 19.6 9.6 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: 80.6 41.9 41.9 60.5 54.9 54.9 89.2 52.2 52.2 77.2 60.8 29.1 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: 80.6 41.9 41.9 60.5 54.9 54.9 89.2 52.2 52.2 77.2 60.8 29.1 LOS by Move: F D D E D- D- F D- D- E- E C HCM2kAvgQ: 14 16 16 10 24 24 12 16 16 9 18 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 342 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-276
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #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***

1 Cycle Time (sec): 137

1 349

0 Loss Time (sec): 12

0 1132 2

Critical V/C: 0.937

3 1211***
1 Avg Crit Del (sec/veh): 68.1

0 163 0

Avg Delay (sec/veh): 60.9

1 234
LOS: E

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 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 1.58 0.42 1.00 1.38 0.62 1.00 2.61 0.39 1.00 3.00 1.00 Final Sat.: 1750 2947 752 1750 2590 1109 1750 4894 705 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.24 0.24 0.14 0.29 0.29 0.16 0.23 0.23 0.13 0.21 0.20 Crit Moves: **** **** **** **** Green Time: 27.9 43.8 43.8 26.5 42.3 42.3 23.7 34.7 34.7 20.1 31.1 57.5 Volume/Cap: 0.94 0.75 0.75 0.75 0.94 0.94 0.94 0.91 0.91 0.91 0.94 0.48 Uniform Del: 53.7 41.7 41.7 52.1 46.0 46.0 55.9 49.7 49.7 57.6 52.0 28.8 IncremntDel: 31.9 2.7 2.7 9.0 14.1 14.1 35.4 9.3 9.3 33.9 12.9 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 85.6 44.4 44.4 61.1 60.2 60.2 91.3 58.9 58.9 91.6 64.9 29.3 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: 85.6 44.4 44.4 61.1 60.2 60.2 91.3 58.9 58.9 91.6 64.9 29.3 LOS by Move: F D D E E E F E+ E+ F E C HCM2kAvgQ: 14 16 16 11 24 24 14 19 19 12 18 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 343 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-277
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Overlap
Final Vol: 65 493 72***
Lanes: 1 0 3 0 1

Signal=Protect

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

63***

1 Cycle Time (sec): 200

1 278

0 Loss Time (sec): 12

0 287 3

Critical V/C: 0.619

3 947***
0 Avg Crit Del (sec/veh): 48.9

0 206 1

Avg Delay (sec/veh): 53.5

2 383
LOS: D-

Lanes: 2 0 2 0 1
Final Vol: 287 1288*** 18
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 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: 287 1288 18 72 493 65 63 287 206 383 947 278 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: 287 1288 18 72 493 65 63 287 206 383 947 278 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: 287 1288 18 72 493 65 63 287 206 383 947 278 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: 287 1288 18 72 493 65 63 287 206 383 947 278 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 287 1288 18 72 493 65 63 287 206 383 947 278 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: 287 1288 18 72 493 65 63 287 206 383 947 278 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.34 0.01 0.04 0.09 0.04 0.04 0.05 0.12 0.12 0.17 0.16 Crit Moves: **** **** **** **** Green Time: 63.0 109 109.4 13.3 59.8 71.4 11.6 19.1 82.1 46.2 53.6 66.9 Volume/Cap: 0.29 0.62 0.02 0.62 0.29 0.10 0.62 0.53 0.29 0.53 0.62 0.47 Uniform Del: 51.7 31.0 20.7 90.9 53.8 42.9 92.0 86.1 39.4 67.4 64.2 52.6 IncremntDel: 0.2 0.6 0.0 9.8 0.1 0.1 11.1 1.0 0.2 0.7 0.8 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 51.8 31.6 20.7 100.7 53.9 43.0 103.1 87.1 39.6 68.1 65.0 53.2 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: 51.8 31.6 20.7 100.7 53.9 43.0 103.1 87.1 39.6 68.1 65.0 53.2 LOS by Move: D- C C+ F D- D F F D E E D- HCM2kAvgQ: 8 26 1 5 7 3 4 5 9 12 17 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 344 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-278
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Overlap
Final Vol: 285 1007 148***
Lanes: 1 0 3 0 1

Signal=Protect

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

122***

1 Cycle Time (sec): 200

1 739***

0 Loss Time (sec): 12

0 770 3

Critical V/C: 0.944

3 991
0 Avg Crit Del (sec/veh): 77.9

0 467 1

Avg Delay (sec/veh): 66.8

2 383
LOS: E

Lanes: 2 0 2 0 1
Final Vol: 528 1502*** 63
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 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: 528 1502 63 148 1007 285 122 770 467 383 991 739 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: 528 1502 63 148 1007 285 122 770 467 383 991 739 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: 528 1502 63 148 1007 285 122 770 467 383 991 739 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: 528 1502 63 148 1007 285 122 770 467 383 991 739 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 528 1502 63 148 1007 285 122 770 467 383 991 739 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: 528 1502 63 148 1007 285 122 770 467 383 991 739 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.17 0.40 0.04 0.08 0.18 0.16 0.07 0.14 0.27 0.12 0.17 0.42 Crit Moves: **** **** **** **** Green Time: 49.5 83.8 83.8 17.9 52.2 66.9 14.8 45.4 94.9 40.9 71.6 89.5 Volume/Cap: 0.68 0.94 0.09 0.94 0.68 0.49 0.94 0.59 0.56 0.59 0.49 0.94 Uniform Del: 68.0 55.9 35.0 90.5 66.4 52.9 92.2 69.1 37.6 72.0 49.9 52.9 IncremntDel: 2.4 11.8 0.1 55.2 1.3 0.6 61.8 0.8 0.9 1.5 0.2 19.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 70.4 67.7 35.1 145.7 67.6 53.5 154.0 69.8 38.5 73.6 50.1 72.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.4 67.7 35.1 145.7 67.6 53.5 154.0 69.8 38.5 73.6 50.1 72.6 LOS by Move: E E D+ F E D- F E D+ E D E HCM2kAvgQ: 17 47 2 11 18 14 9 13 21 13 15 50 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 345 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-279
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Overlap
Final Vol: 291 992 159***
Lanes: 1 0 3 0 1

Signal=Protect

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): 12

0 835 3

Critical V/C: 0.924

3 1044
0 Avg Crit Del (sec/veh): 73.9

0 553 1

Avg Delay (sec/veh): 65.6

2 383
LOS: E

Lanes: 2 0 2 0 1
Final Vol: 462 1558*** 65
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 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: 462 1558 65 159 992 291 143 835 553 383 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 65 159 992 291 143 835 553 383 1044 659 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: 462 1558 65 159 992 291 143 835 553 383 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 65 159 992 291 143 835 553 383 1044 659 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 462 1558 65 159 992 291 143 835 553 383 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 65 159 992 291 143 835 553 383 1044 659 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.15 0.41 0.04 0.09 0.17 0.17 0.08 0.15 0.32 0.12 0.18 0.38 Crit Moves: **** **** **** **** Green Time: 49.6 88.8 88.8 19.7 58.8 76.5 17.7 46.3 95.9 33.2 61.9 81.5 Volume/Cap: 0.59 0.92 0.08 0.92 0.59 0.43 0.92 0.63 0.66 0.73 0.59 0.92 Uniform Del: 66.3 52.4 32.1 89.4 60.3 45.7 90.5 69.2 39.6 79.1 58.4 56.3 IncremntDel: 1.2 9.0 0.0 46.9 0.6 0.5 50.2 1.0 1.9 5.2 0.5 17.7 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: 67.5 61.4 32.2 136.4 60.9 46.2 140.7 70.2 41.5 84.4 58.9 74.0 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: 67.5 61.4 32.2 136.4 60.9 46.2 140.7 70.2 41.5 84.4 58.9 74.0 LOS by Move: E E C- F E D F E D F E+ E HCM2kAvgQ: 15 47 2 12 17 14 9 14 26 14 18 44 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 346 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-280
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #5320: CENTRAL EXPWY/MARY AVE

Signal=Protect/Rights=Overlap
Final Vol: 110 104 58***
Lanes: 0 1 2 0 2

Signal=Protect

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

90***

2 Cycle Time (sec): 180

1 161

0 Loss Time (sec): 12

0 713 3

Critical V/C: 0.605

3 1770***
0 Avg Crit Del (sec/veh): 48.8

0 163 1

Avg Delay (sec/veh): 51.5

2 181
LOS: D-

Lanes: 2 0 3 0 1
Final Vol: 613 378 463***
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: 613 378 463 58 104 110 90 713 163 181 1770 161 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: 613 378 463 58 104 110 90 713 163 181 1770 161 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: 613 378 463 58 104 110 90 713 163 181 1770 161 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: 613 378 463 58 104 110 90 713 163 181 1770 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 613 378 463 58 104 110 90 713 163 181 1770 161 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: 613 378 463 58 104 110 90 713 163 181 1770 161 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.07 0.26 0.02 0.03 0.06 0.03 0.13 0.09 0.06 0.31 0.09 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 0.21 0.62 0.28 0.15 0.25 0.40 0.34 0.16 0.55 0.77 0.20 Uniform Del: 68.7 44.3 40.3 80.1 62.5 54.1 79.9 40.7 16.9 76.7 46.3 27.8 IncremntDel: 15.1 0.1 1.6 0.7 0.1 0.2 1.2 0.1 0.1 2.1 1.6 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 83.7 44.3 41.9 80.8 62.5 54.3 81.1 40.8 17.0 78.7 47.9 28.0 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: 83.7 44.3 41.9 80.8 62.5 54.3 81.1 40.8 17.0 78.7 47.9 28.0 LOS by Move: F D D F E D- F D B E- D C HCM2kAvgQ: 21 5 21 2 2 5 3 9 4 6 28 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 347 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-281
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #5320: CENTRAL EXPWY/MARY AVE

Signal=Protect/Rights=Overlap
Final Vol: 126 251 157***
Lanes: 0 1 2 0 2

Signal=Protect

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

422***

2 Cycle Time (sec): 180

1 430

0 Loss Time (sec): 12

0 1733 3

Critical V/C: 0.900

3 2345***
0 Avg Crit Del (sec/veh): 112.2

0 226 1

Avg Delay (sec/veh): 93.5

2 442
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 613 1393*** 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 1393 463 157 251 126 422 1733 226 442 2345 430 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 1393 463 157 251 126 422 1733 226 442 2345 430 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 1393 463 157 251 126 422 1733 226 442 2345 430 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 1393 463 157 251 126 422 1733 226 442 2345 430 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 613 1393 463 157 251 126 422 1733 226 442 2345 430 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 1393 463 157 251 126 422 1733 226 442 2345 430 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.19 0.24 0.26 0.05 0.07 0.07 0.13 0.30 0.13 0.14 0.41 0.25 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 0.76 0.62 0.76 0.37 0.29 1.88 0.82 0.22 1.35 1.02 0.52 Uniform Del: 68.7 54.7 40.3 82.7 65.1 54.6 83.6 51.1 17.6 80.6 53.6 33.5 IncremntDel: 15.1 1.9 1.6 15.1 0.2 0.1 414.3 2.7 0.1 176.6 23.2 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 83.7 56.6 41.9 97.8 65.3 54.8 497.9 53.8 17.7 257.3 76.8 34.1 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: 83.7 56.6 41.9 97.8 65.3 54.8 497.9 53.8 17.7 257.3 76.8 34.1 LOS by Move: F E+ D F E D- F D- B F E- C- HCM2kAvgQ: 19 22 20 7 6 6 30 30 6 25 50 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 348 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-282
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #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): 94.5

2 463
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:

Vol/Sat: 0.19 0.23 0.26 0.05 0.07 0.08 0.14 0.31 0.13 0.15 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 1.41 0.99 0.58 Uniform Del: 68.7 53.8 40.3 83.0 65.2 55.1 83.6 51.4 17.7 80.6 53.1 34.8 IncremntDel: 15.1 1.4 1.6 19.9 0.2 0.2 432.1 2.9 0.1 203.8 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 17.8 284.4 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 17.8 284.4 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 27 47 20 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 349 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-301
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 314 1187 91***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 4/4/2017 Rights=Overlap Lanes: Final Vol:

135***

2 Cycle Time (sec): 182

1 73

0 Loss Time (sec): 12

0 140 2

Critical V/C: 0.661

2 346***
0 Avg Crit Del (sec/veh): 56.4

0 157 1

Avg Delay (sec/veh): 48.2

2 120
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 327 2591*** 315
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: 23 94 94 17 88 88 16 32 32 15 31 31 Y+R: 6.3 6.2 6.2 6.1 6.2 6.2 5.9 5.7 5.7 5.9 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 4 Apr 2017 << 7:45 AM - 8:45 AM Base Vol: 327 2978 315 91 1364 314 135 140 157 120 346 73 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: 327 2978 315 91 1364 314 135 140 157 120 346 73 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: 327 2978 315 91 1364 314 135 140 157 120 346 73 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 327 2591 315 91 1187 314 135 140 157 120 346 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 2591 315 91 1187 314 135 140 157 120 346 73 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: 327 2591 315 91 1187 314 135 140 157 120 346 73 ------------|---------------||---------------||---------------||---------------| 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 0.84 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 1601 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.45 0.18 0.03 0.21 0.18 0.04 0.04 0.10 0.04 0.09 0.04 Crit Moves: **** **** **** **** Green Time: 23.4 94.0 109.0 17.1 87.4 103.0 15.6 31.9 55.3 15.0 31.3 48.4 Volume/Cap: 0.81 0.88 0.30 0.31 0.43 0.32 0.50 0.21 0.32 0.46 0.53 0.16 Uniform Del: 77.1 39.0 17.9 76.9 31.1 20.9 79.5 64.3 48.9 79.7 68.6 51.2 IncremntDel: 11.4 3.4 0.2 0.6 0.1 0.2 1.5 0.2 0.4 1.3 0.8 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 1.26 1.39 1.00 0.80 0.65 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 88.5 52.6 25.0 77.5 24.8 13.8 80.9 64.4 49.3 81.0 69.5 51.3 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: 88.5 52.6 25.0 77.5 24.8 13.8 80.9 64.4 49.3 81.0 69.5 51.3 LOS by Move: F D- C E- C B F E D F E D- HCM2kAvgQ: 13 46 12 3 11 6 4 3 7 4 9 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 350 of 557 ends

COMPARE Fri Aug 28 14:45:59 2020 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 556 1533 325***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 4/4/2017 Rights=Overlap Lanes: Final Vol:

424

2 Cycle Time (sec): 182

1 130

0 Loss Time (sec): 12

0 909*** 2

Critical V/C: 1.492

2 346
0 Avg Crit Del (sec/veh): 362.5

0 157 1

Avg Delay (sec/veh): 255.6

2 613***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 327 4884*** 449
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: 23 94 94 17 88 88 16 32 32 15 31 31 Y+R: 6.3 6.2 6.2 6.1 6.2 6.2 5.9 5.7 5.7 5.9 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 4 Apr 2017 << 7:45 AM - 8:45 AM Base Vol: 327 5614 449 325 1762 556 424 909 157 613 346 130 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: 327 5614 449 325 1762 556 424 909 157 613 346 130 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: 327 5614 449 325 1762 556 424 909 157 613 346 130 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 327 4884 449 325 1533 556 424 909 157 613 346 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 4884 449 325 1533 556 424 909 157 613 346 130 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: 327 4884 449 325 1533 556 424 909 157 613 346 130 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.10 0.86 0.26 0.10 0.27 0.32 0.13 0.24 0.10 0.19 0.09 0.07 Crit Moves: **** **** **** **** Green Time: 23.4 94.0 109.0 17.1 87.4 103.0 15.6 31.9 55.3 15.0 31.3 48.4 Volume/Cap: 0.81 1.66 0.43 1.10 0.56 0.56 1.57 1.36 0.32 2.36 0.53 0.28 Uniform Del: 77.1 44.0 19.7 82.4 33.6 25.1 83.2 75.0 48.9 83.5 68.6 53.0 IncremntDel: 11.4 298 0.3 81.0 0.3 0.7 274.0 174 0.4 624.6 0.8 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 1.26 1.39 1.00 0.80 0.65 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 88.5 354 27.7 163.4 27.0 17.1 357.2 249 49.3 708.1 69.5 53.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 88.5 354 27.7 163.4 27.0 17.1 357.2 249 49.3 708.1 69.5 53.3 LOS by Move: F F C F C B F F D F E D- HCM2kAvgQ: 13 166 19 14 16 14 25 39 7 46 8 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 351 of 557 ends

COMPARE Fri Aug 28 14:45:59 2020 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 557 1491 335***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 4/4/2017 Rights=Overlap Lanes: Final Vol:

415

2 Cycle Time (sec): 182

1 127

0 Loss Time (sec): 12

0 940*** 2

Critical V/C: 1.514

2 346
0 Avg Crit Del (sec/veh): 372.4

0 157 1

Avg Delay (sec/veh): 262.9

2 670***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 393 4835*** 430
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: 23 94 94 17 88 88 16 32 32 15 31 31 Y+R: 6.3 6.2 6.2 6.1 6.2 6.2 5.9 5.7 5.7 5.9 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 4 Apr 2017 << 7:45 AM - 8:45 AM Base Vol: 393 5557 430 335 1714 557 415 940 157 670 346 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 393 5557 430 335 1714 557 415 940 157 670 346 127 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 393 5557 430 335 1714 557 415 940 157 670 346 127 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 393 4835 430 335 1491 557 415 940 157 670 346 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 393 4835 430 335 1491 557 415 940 157 670 346 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 393 4835 430 335 1491 557 415 940 157 670 346 127 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.12 0.85 0.25 0.11 0.26 0.32 0.13 0.25 0.10 0.21 0.09 0.07 Crit Moves: **** **** **** **** Green Time: 23.4 94.0 109.0 17.1 87.4 103.0 15.6 31.9 55.3 15.0 31.3 48.4 Volume/Cap: 0.97 1.64 0.41 1.13 0.54 0.56 1.54 1.41 0.32 2.58 0.53 0.27 Uniform Del: 78.9 44.0 19.4 82.4 33.3 25.2 83.2 75.0 48.9 83.5 68.6 52.9 IncremntDel: 36.8 291 0.3 92.6 0.2 0.7 259.6 194 0.4 722.7 0.8 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 1.26 1.39 1.00 0.80 0.65 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 115.7 346 27.3 175.0 26.7 17.1 342.8 269 49.3 806.2 69.5 53.2 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: 115.7 346 27.3 175.0 26.7 17.1 342.8 269 49.3 806.2 69.5 53.2 LOS by Move: F F C F C B F F D F E D- HCM2kAvgQ: 17 163 18 15 15 14 24 42 7 52 8 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 352 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-304
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 199 940 90***
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

408***

2 Cycle Time (sec): 173

1 501***

0 Loss Time (sec): 12

0 176 2

Critical V/C: 1.083

2 310
0 Avg Crit Del (sec/veh): 152.9

0 215 1

Avg Delay (sec/veh): 114.8

2 235
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 99 3375*** 104
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 81 81 13 80 80 23 39 39 17 33 33 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: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 99 3879 104 90 1081 199 408 176 215 235 310 501 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 3879 104 90 1081 199 408 176 215 235 310 501 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 3879 104 90 1081 199 408 176 215 235 310 501 User Adj: 1.00 0.87 1.00 1.00 0.87 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 3375 104 90 940 199 408 176 215 235 310 501 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 3375 104 90 940 199 408 176 215 235 310 501 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 3375 104 90 940 199 408 176 215 235 310 501 ------------|---------------||---------------||---------------||---------------| 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: 0.06 0.59 0.06 0.03 0.16 0.11 0.13 0.05 0.12 0.07 0.08 0.29 Crit Moves: **** **** **** **** Green Time: 14.1 80.5 97.8 13.2 79.7 102.8 23.1 38.5 52.6 17.3 32.5 45.7 Volume/Cap: 0.69 1.27 0.11 0.37 0.36 0.19 0.97 0.21 0.40 0.75 0.43 1.08 Uniform Del: 77.4 46.3 17.4 76.0 30.1 16.1 74.6 54.8 47.8 75.7 62.1 63.6 IncremntDel: 13.8 126 0.0 1.0 0.1 0.1 36.0 0.1 0.5 9.4 0.4 66.3 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 0.82 0.65 1.00 0.82 0.59 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 91.2 163 11.4 77.0 24.9 9.6 110.6 55.0 48.3 85.1 62.5 129.9 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: 91.2 163 11.4 77.0 24.9 9.6 110.6 55.0 48.3 85.1 62.5 129.9 LOS by Move: F F B+ E- C A F D- D F E F HCM2kAvgQ: 5 85 1 3 8 3 15 4 9 7 7 36 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 353 of 557 ends

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

Signal=Protect/Rights=Overlap
Final Vol: 351 1422*** 122
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

442***

2 Cycle Time (sec): 173

1 976***

0 Loss Time (sec): 12

0 564 2

Critical V/C: 1.640

2 490
0 Avg Crit Del (sec/veh): 1007.8

0 248 1

Avg Delay (sec/veh): 521.3

2 235
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 1080*** 4205 111
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 81 81 13 80 80 23 39 39 17 33 33 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: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 1080 4833 111 122 1635 351 442 564 248 235 490 976 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: 1080 4833 111 122 1635 351 442 564 248 235 490 976 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: 1080 4833 111 122 1635 351 442 564 248 235 490 976 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 1080 4205 111 122 1422 351 442 564 248 235 490 976 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1080 4205 111 122 1422 351 442 564 248 235 490 976 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: 1080 4205 111 122 1422 351 442 564 248 235 490 976 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.62 0.74 0.06 0.04 0.25 0.20 0.14 0.15 0.14 0.07 0.13 0.56 Crit Moves: **** **** **** **** Green Time: 14.1 80.5 97.8 13.2 79.7 102.8 23.1 38.5 52.6 17.3 32.5 45.7 Volume/Cap: 7.57 1.59 0.11 0.51 0.54 0.34 1.05 0.67 0.47 0.75 0.69 2.11 Uniform Del: 79.5 46.3 17.5 76.8 33.5 17.8 75.0 61.4 48.8 75.7 65.5 63.6 IncremntDel: 2972 265 0.1 1.8 0.2 0.2 57.9 2.1 0.6 9.4 2.8 507.2 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 0.82 0.65 1.00 0.82 0.59 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 3051 303 11.4 78.6 27.8 10.7 132.9 63.5 49.5 85.1 68.3 570.9 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: 3051 303 11.4 78.6 27.8 10.7 132.9 63.5 49.5 85.1 68.3 570.9 LOS by Move: F F B+ E- C B+ F E D F E F HCM2kAvgQ: 184 132 2 4 14 6 18 14 11 7 12 121 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 354 of 557 ends

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

Signal=Protect/Rights=Overlap
Final Vol: 341 1423*** 123
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 3/7/2018 Rights=Overlap Lanes: Final Vol:

426***

2 Cycle Time (sec): 173

1 974***

0 Loss Time (sec): 12

0 579 2

Critical V/C: 1.606

2 479
0 Avg Crit Del (sec/veh): 949.2

0 257 1

Avg Delay (sec/veh): 497.4

2 235
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 1036*** 4228 108
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 81 81 13 80 80 23 39 39 17 33 33 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: 7 Mar 2018 << 8:00 AM - 9:00 AM Base Vol: 1036 4860 108 123 1636 341 426 579 257 235 479 974 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: 1036 4860 108 123 1636 341 426 579 257 235 479 974 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: 1036 4860 108 123 1636 341 426 579 257 235 479 974 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 1036 4228 108 123 1423 341 426 579 257 235 479 974 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1036 4228 108 123 1423 341 426 579 257 235 479 974 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: 1036 4228 108 123 1423 341 426 579 257 235 479 974 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.59 0.74 0.06 0.04 0.25 0.19 0.14 0.15 0.15 0.07 0.13 0.56 Crit Moves: **** **** **** **** Green Time: 14.1 80.5 97.8 13.2 79.7 102.8 23.1 38.5 52.6 17.3 32.5 45.7 Volume/Cap: 7.26 1.59 0.11 0.51 0.54 0.33 1.01 0.68 0.48 0.75 0.67 2.11 Uniform Del: 79.5 46.3 17.4 76.8 33.5 17.7 75.0 61.7 49.1 75.7 65.3 63.6 IncremntDel: 2833 269 0.0 1.9 0.2 0.2 47.2 2.3 0.7 9.4 2.5 505.3 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 0.82 0.65 1.00 0.82 0.59 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 2913 307 11.4 78.7 27.8 10.6 122.2 64.0 49.8 85.1 67.8 568.9 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: 2913 307 11.4 78.7 27.8 10.6 122.2 64.0 49.8 85.1 67.8 568.9 LOS by Move: F F B+ E- C B+ F E D F E F HCM2kAvgQ: 175 134 2 4 14 6 16 14 12 7 11 121 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 355 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #5625: LAWRENCE EXPWY/HOMESTEAD RD

Signal=Protect/Rights=Overlap
Final Vol: 553 1050*** 127
Lanes: 1 0 3 0 2

Signal=Protect

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

213

2 Cycle Time (sec): 183

1 235

0 Loss Time (sec): 12

0 289*** 2

Critical V/C: 0.462

2 726
0 Avg Crit Del (sec/veh): 54.4

0 95 1

Avg Delay (sec/veh): 56.8

2 313***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 226*** 2440 170
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: 18 85 85 13 80 80 15 40 40 21 46 46 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: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 226 2805 170 127 1207 553 213 289 95 313 726 235 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: 226 2805 170 127 1207 553 213 289 95 313 726 235 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: 226 2805 170 127 1207 553 213 289 95 313 726 235 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 226 2440 170 127 1050 553 213 289 95 313 726 235 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 2440 170 127 1050 553 213 289 95 313 726 235 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: 226 2440 170 127 1050 553 213 289 95 313 726 235 ------------|---------------||---------------||---------------||---------------| 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: 0.07 0.43 0.10 0.04 0.18 0.32 0.07 0.08 0.05 0.10 0.19 0.13 Crit Moves: **** **** **** **** Green Time: 17.6 85.1 105.7 12.5 79.5 94.3 14.8 40.4 58.0 20.6 46.1 58.6 Volume/Cap: 0.75 0.92 0.17 0.59 0.42 0.61 0.84 0.34 0.17 0.88 0.76 0.42 Uniform Del: 80.5 45.8 18.1 82.8 35.9 31.4 82.9 60.1 45.1 80.0 63.3 48.8 IncremntDel: 9.7 5.9 0.1 4.3 0.1 1.3 20.7 0.2 0.1 21.9 3.6 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 1.20 1.35 1.00 0.86 0.74 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 90.2 60.8 24.6 87.1 30.8 24.6 103.6 60.4 45.3 101.9 66.9 49.4 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: 90.2 60.8 24.6 87.1 30.8 24.6 103.6 60.4 45.3 101.9 66.9 49.4 LOS by Move: F E C F C C F E D F E D HCM2kAvgQ: 7 42 6 4 11 18 8 6 4 13 20 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 356 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #5625: LAWRENCE EXPWY/HOMESTEAD RD
Signal=Protect/Rights=Overlap
Final Vol: 574 2323 127***
Lanes: 1 0 3 0 2
Signal=Protect
Signal=Protect
Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 11/14/2017 Rights=Overlap Lanes: Final Vol:
361 2
Cycle Time (sec): 183
1 453
0 Loss Time (sec): 12
0 497*** 3
Critical V/C: 0.984
3 855
0 Avg Crit Del (sec/veh): 203.9
0 177 1
Avg Delay (sec/veh): 141.4
2 617***
LOS: F
Lanes: 2 0 3 0 1
Final Vol: 479 3400*** 454
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: 18 85 85 13 80 80 15 40 40 21 46 46 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: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 479 3908 454 127 2670 57 4 361 497 177 617 855 453 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: 479 3908 454 127 2670 574 361 497 177 617 855 453 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: 479 3908 454 127 2670 574 361 497 177 617 855 453 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 479 3400 454 127 2323 574 361 497 177 617 855 453 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 479 3400 454 127 2323 574 361 497 177 617 855 453 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: 479 3400 454 127 2323 574 361 497 177 617 855 453 ------------|---------------||---------------||---------------||---------------| 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 0.60 0.26 0.04 0.41 0.33 0.11 0.09 0.10 0.20 0.15 0.26 Crit Moves: **** **** **** ****
Green Time: 17.6 85.1 105.7 12.5 79.5 94.3 14.8 40.4 58.0 20.6 46.1 58.6 Volume/Cap: 1.58 1.28 0.45 0.59 0.94 0.64 1.42 0.39 0.32 1.74 0.60 0.81 Uniform Del: 82.7 49.0 22.0 82.8 49.4 32.0 84.1 60.9 47.5 81.2 60.2 57.1 IncremntDel:276.6 130 0.3 4.3 7.8 1.5 209.0 0.2 0.3 344.3 0.7 8.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.20 1.35 1.00 0.86 0.74 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 359.3 189 30.2 87.1 50.0 25.3 293.1 61.1 47.8 425.5 60.9 65.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 359.3 189 30.2 87.1 50.0 25.3 293.1 61.1 47.8 425.5 60.9 65.6 LOS by Move: F F C F D C F E D F E E
HCM2kAvgQ: 28 89 19 4 39 18 20 8 8 41 14 26
Note: Queue reported is the number of cars per lane.

Attachment 15

Page 357 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #5625: LAWRENCE EXPWY/HOMESTEAD RD

Signal=Protect/Rights=Overlap
Final Vol: 553 2350 129***
Lanes: 1 0 3 0 2

Signal=Protect

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

376

2 Cycle Time (sec): 183

1 467

0 Loss Time (sec): 12

0 503*** 3

Critical V/C: 0.973

3 838
0 Avg Crit Del (sec/veh): 195.5

0 213 1

Avg Delay (sec/veh): 144.9

2 620***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 544 3324*** 447
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: 18 85 85 13 80 80 15 40 40 21 46 46 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: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 544 3821 447 129 2701 553 376 503 213 620 838 467 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: 544 3821 447 129 2701 553 376 503 213 620 838 467 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: 544 3821 447 129 2701 553 376 503 213 620 838 467 User Adj: 1.00 0.87 1.00 1.00 0.87 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: 544 3324 447 129 2350 553 376 503 213 620 838 467 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 544 3324 447 129 2350 553 376 503 213 620 838 467 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: 544 3324 447 129 2350 553 376 503 213 620 838 467 ------------|---------------||---------------||---------------||---------------| 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: 0.17 0.58 0.26 0.04 0.41 0.32 0.12 0.09 0.12 0.20 0.15 0.27 Crit Moves: **** **** **** **** Green Time: 17.6 85.1 105.7 12.5 79.5 94.3 14.8 40.4 58.0 20.6 46.1 58.6 Volume/Cap: 1.80 1.25 0.44 0.60 0.95 0.61 1.48 0.40 0.38 1.75 0.58 0.83 Uniform Del: 82.7 49.0 21.9 82.8 49.8 31.4 84.1 60.9 48.6 81.2 60.0 57.7 IncremntDel:370.8 118 0.3 4.6 8.9 1.3 234.0 0.2 0.4 348.1 0.6 10.4 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 1.20 1.35 1.00 0.86 0.74 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 453.5 176 30.0 87.5 51.6 24.6 318.1 61.1 49.0 429.3 60.7 68.0 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: 453.5 176 30.0 87.5 51.6 24.6 318.1 61.1 49.0 429.3 60.7 68.0 LOS by Move: F F C F D- C F E D F E E HCM2kAvgQ: 35 85 18 4 40 17 22 8 10 41 14 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 358 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 544*** 1078 352
Lanes: 1 0 3 0 2

Signal=Protect

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

493

2 Cycle Time (sec): 170

0 65

0 Loss Time (sec): 12

1 1539*** 2

Critical V/C: 0.799

2 1081
1 Avg Crit Del (sec/veh): 58.6

0 44 0

Avg Delay (sec/veh): 56.7

2 356***
LOS: E+

Lanes: 2 0 3 0 1
Final Vol: 114*** 777 442
Signal=Protect/Rights=Include

Street Name: SR 237 El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 20 0 10 20 0 10 30 0 10 30 0 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 PM - 6:30 PM Base Vol: 114 777 442 352 1078 544 493 1539 44 356 1081 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 777 442 352 1078 544 493 1539 44 356 1081 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 114 777 442 352 1078 544 493 1539 44 356 1081 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 777 442 352 1078 544 493 1539 44 356 1081 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 777 442 352 1078 544 493 1539 44 356 1081 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 114 777 442 352 1078 544 493 1539 44 356 1081 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.91 0.09 2.00 2.82 0.18 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5444 156 3150 5282 318 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.14 0.25 0.11 0.19 0.31 0.16 0.28 0.28 0.11 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 10.0 52.1 52.1 23.0 65.1 65.1 35.9 59.2 59.2 23.7 47.0 47.0 Volume/Cap: 0.62 0.45 0.82 0.82 0.49 0.81 0.74 0.81 0.81 0.81 0.74 0.74 Uniform Del: 78.1 47.4 54.7 71.5 39.9 47.0 62.7 50.3 50.3 71.0 56.0 56.0 IncremntDel: 6.1 0.2 10.1 12.3 0.2 7.4 4.4 2.7 2.7 10.9 2.0 2.0 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: 84.2 47.5 64.8 83.8 40.1 54.4 67.1 53.0 53.0 81.9 57.9 57.9 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: 84.2 47.5 64.8 83.8 40.1 54.4 67.1 53.0 53.0 81.9 57.9 57.9 LOS by Move: F D E F D D- E D- D- F E+ E+ HCM2kAvgQ: 4 11 25 13 14 29 16 27 27 11 18 18 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 359 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 638 1205 640***
Lanes: 1 0 3 0 2

Signal=Protect

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

493***

2 Cycle Time (sec): 170

0 65

0 Loss Time (sec): 12

1 1539 3

Critical V/C: 0.992

2 1604***
0 Avg Crit Del (sec/veh): 91.2

0 205 1

Avg Delay (sec/veh): 74.1

2 542
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 162 823 462***
Signal=Protect/Rights=Include

Street Name: SR 237 El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 20 0 10 20 0 10 30 0 10 30 0 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 << 4:15 PM - 5:15 PM Base Vol: 162 823 462 640 1205 638 493 1539 205 542 1604 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 162 823 462 640 1205 638 493 1539 205 542 1604 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 162 823 462 640 1205 638 493 1539 205 542 1604 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 162 823 462 640 1205 638 493 1539 205 542 1604 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 162 823 462 640 1205 638 493 1539 205 542 1604 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 162 823 462 640 1205 638 493 1539 205 542 1604 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.88 0.12 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5382 218 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.26 0.20 0.21 0.36 0.16 0.27 0.12 0.17 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 11.1 45.3 45.3 34.8 69.0 69.0 26.8 47.6 58.7 30.3 51.1 51.1 Volume/Cap: 0.79 0.54 0.99 0.99 0.52 0.90 0.99 0.96 0.34 0.96 0.99 0.99 Uniform Del: 78.3 53.5 62.2 67.4 38.1 47.3 71.5 60.4 41.3 69.3 59.2 59.2 IncremntDel: 17.8 0.4 39.4 33.2 0.2 14.4 38.1 14.9 0.3 29.1 19.9 19.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 96.1 53.9 101.6 100.7 38.3 61.6 109.6 75.3 41.6 98.4 79.2 79.2 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: 96.1 53.9 101.6 100.7 38.3 61.6 109.6 75.3 41.6 98.4 79.2 79.2 LOS by Move: F D- F F D+ E F E- D F E- E- HCM2kAvgQ: 7 12 31 25 15 36 20 31 8 18 31 31 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 360 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1: SR 237 & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 642 1196 650***
Lanes: 1 0 3 0 2

Signal=Protect

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

521***

2 Cycle Time (sec): 170

0 65

0 Loss Time (sec): 12

1 1539 3

Critical V/C: 1.000

2 1610***
0 Avg Crit Del (sec/veh): 93.6

0 205 1

Avg Delay (sec/veh): 74.9

2 542
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 163 835 453***
Signal=Protect/Rights=Include

Street Name: SR 237 El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 20 0 10 20 0 10 30 0 10 30 0 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 << 4:15 PM - 5:15 PM Base Vol: 163 835 453 650 1196 642 521 1539 205 542 1610 65 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 835 453 650 1196 642 521 1539 205 542 1610 65 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 835 453 650 1196 642 521 1539 205 542 1610 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 835 453 650 1196 642 521 1539 205 542 1610 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 835 453 650 1196 642 521 1539 205 542 1610 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 835 453 650 1196 642 521 1539 205 542 1610 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.88 0.12 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 5382 217 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.15 0.26 0.21 0.21 0.37 0.17 0.27 0.12 0.17 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 10.9 44.0 44.0 35.1 68.1 68.1 28.1 48.2 59.1 30.7 50.8 50.8 Volume/Cap: 0.81 0.57 1.00 1.00 0.52 0.92 1.00 0.95 0.34 0.95 1.00 1.00 Uniform Del: 78.5 54.7 63.0 67.5 38.6 48.2 70.9 59.8 40.9 68.9 59.6 59.6 IncremntDel: 20.5 0.5 42.4 35.4 0.2 16.7 39.5 12.8 0.3 26.2 22.1 22.1 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: 99.0 55.2 105.4 102.9 38.8 64.9 110.5 72.6 41.3 95.1 81.7 81.7 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: 99.0 55.2 105.4 102.9 38.8 64.9 110.5 72.6 41.3 95.1 81.7 81.7 LOS by Move: F E+ F F D+ E F E D F F F HCM2kAvgQ: 7 13 31 26 15 37 21 30 8 17 31 31 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 361 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Overlap
Final Vol: 159 88 189***
Lanes: 1 0 1 0 1

Signal=Protect

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

149

1 Cycle Time (sec): 150

0 86

0 Loss Time (sec): 12

1 1866*** 3

Critical V/C: 0.637

2 852
0 Avg Crit Del (sec/veh): 35.0

0 312 1

Avg Delay (sec/veh): 36.0

2 57***
LOS: D+

Lanes: 2 0 0 1 0
Final Vol: 385 119*** 119
Signal=Protect/Rights=Include

Street Name: Sylvan Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:30 PM - 5:30 PM Base Vol: 385 119 119 189 88 159 149 1866 312 57 852 86 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: 385 119 119 189 88 159 149 1866 312 57 852 86 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: 385 119 119 189 88 159 149 1866 312 57 852 86 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: 385 119 119 189 88 159 149 1866 312 57 852 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 385 119 119 189 88 159 149 1866 312 57 852 86 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: 385 119 119 189 88 159 149 1866 312 57 852 86 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 0.50 0.50 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.71 0.29 Final Sat.: 3150 900 900 1750 1900 1750 1750 5700 1750 3150 5086 513 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.13 0.13 0.11 0.05 0.09 0.09 0.33 0.18 0.02 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 35.9 30.5 30.5 24.9 19.6 47.4 27.8 75.6 111.4 7.0 54.7 54.7 Volume/Cap: 0.51 0.65 0.65 0.65 0.36 0.29 0.46 0.65 0.24 0.39 0.46 0.46 Uniform Del: 49.5 54.8 54.8 58.5 59.5 38.6 54.4 27.5 6.0 69.4 36.3 36.3 IncremntDel: 0.6 4.1 4.1 5.1 0.9 0.3 1.0 0.5 0.1 1.7 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 50.1 58.9 58.9 63.6 60.3 38.9 55.4 28.0 6.1 71.1 36.5 36.5 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: 50.1 58.9 58.9 63.6 60.3 38.9 55.4 28.0 6.1 71.1 36.5 36.5 LOS by Move: D E+ E+ E E D+ E+ C A E D+ D+ HCM2kAvgQ: 9 11 11 10 4 6 6 20 5 1 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 362 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Overlap
Final Vol: 159 164 294***
Lanes: 1 0 1 0 1

Signal=Protect

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

193***

1 Cycle Time (sec): 150

0 198

0 Loss Time (sec): 12

1 2376 3

Critical V/C: 0.852

2 1864***
0 Avg Crit Del (sec/veh): 51.9

0 312 1

Avg Delay (sec/veh): 43.1

2 62
LOS: D

Lanes: 2 0 0 1 0
Final Vol: 387 121*** 126
Signal=Protect/Rights=Include

Street Name: Sylvan Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:30 PM - 5:30 PM Base Vol: 387 121 126 294 164 159 193 2376 312 62 1864 198 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: 387 121 126 294 164 159 193 2376 312 62 1864 198 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: 387 121 126 294 164 159 193 2376 312 62 1864 198 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: 387 121 126 294 164 159 193 2376 312 62 1864 198 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 387 121 126 294 164 159 193 2376 312 62 1864 198 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: 387 121 126 294 164 159 193 2376 312 62 1864 198 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 0.49 0.51 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.70 0.30 Final Sat.: 3150 882 918 1750 1900 1750 1750 5700 1750 3150 5062 538 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.14 0.14 0.17 0.09 0.09 0.11 0.42 0.18 0.02 0.37 0.37 Crit Moves: **** **** **** **** Green Time: 31.6 24.2 24.2 29.6 22.2 41.6 19.4 75.8 107.3 8.5 64.8 64.8 Volume/Cap: 0.58 0.85 0.85 0.85 0.58 0.33 0.85 0.83 0.25 0.35 0.85 0.85 Uniform Del: 53.3 61.2 61.2 58.1 59.6 43.1 63.9 31.5 7.4 68.1 38.3 38.3 IncremntDel: 1.3 20.8 20.8 18.0 3.1 0.4 25.3 2.1 0.1 1.2 3.1 3.1 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: 54.6 82.0 82.0 76.1 62.7 43.5 89.2 33.6 7.5 69.3 41.4 41.4 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: 54.6 82.0 82.0 76.1 62.7 43.5 89.2 33.6 7.5 69.3 41.4 41.4 LOS by Move: D- F F E- E D F C- A E D D HCM2kAvgQ: 10 14 14 17 8 6 9 29 5 2 28 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 363 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #2: Sylvan Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 159 168 302***
Lanes: 1 0 1 0 1

Signal=Protect

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

208***

1 Cycle Time (sec): 150

0 203

0 Loss Time (sec): 12

1 2422 3

Critical V/C: 0.868

2 1892***
0 Avg Crit Del (sec/veh): 53.5

0 312 1

Avg Delay (sec/veh): 43.8

2 62
LOS: D

Lanes: 2 0 0 1 0
Final Vol: 385 121*** 119
Signal=Protect/Rights=Include

Street Name: Sylvan Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:30 PM - 5:30 PM Base Vol: 385 121 119 302 168 159 208 2422 312 62 1892 203 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: 385 121 119 302 168 159 208 2422 312 62 1892 203 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: 385 121 119 302 168 159 208 2422 312 62 1892 203 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: 385 121 119 302 168 159 208 2422 312 62 1892 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 385 121 119 302 168 159 208 2422 312 62 1892 203 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: 385 121 119 302 168 159 208 2422 312 62 1892 203 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 0.50 0.50 1.00 1.00 1.00 1.00 3.00 1.00 2.00 2.70 0.30 Final Sat.: 3150 907 892 1750 1900 1750 1750 5700 1750 3150 5057 543 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.13 0.13 0.17 0.09 0.09 0.12 0.42 0.18 0.02 0.37 0.37 Crit Moves: **** **** **** **** Green Time: 30.7 23.0 23.0 29.8 22.2 42.7 20.5 76.7 107.4 8.4 64.6 64.6 Volume/Cap: 0.60 0.87 0.87 0.87 0.60 0.32 0.87 0.83 0.25 0.35 0.87 0.87 Uniform Del: 54.1 62.0 62.0 58.2 59.7 42.2 63.4 31.1 7.4 68.2 38.8 38.8 IncremntDel: 1.6 24.1 24.1 20.1 3.5 0.4 26.9 2.1 0.1 1.2 3.7 3.7 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: 55.6 86.1 86.1 78.3 63.3 42.6 90.3 33.3 7.5 69.4 42.5 42.5 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: 55.6 86.1 86.1 78.3 63.3 42.6 90.3 33.3 7.5 69.4 42.5 42.5 LOS by Move: E+ F F E- E D F C- A E D D HCM2kAvgQ: 10 14 14 17 8 6 10 29 5 2 28 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 364 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 207 319*** 106
Lanes: 0 1 1 0 1

Signal=Protect

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

315

1 Cycle Time (sec): 150

0 111

0 Loss Time (sec): 12

1 1386*** 2

Critical V/C: 0.610

2 805
1 Avg Crit Del (sec/veh): 40.6

0 181 0

Avg Delay (sec/veh): 43.3

1 148***
LOS: D

Lanes: 2 0 1 0 1
Final Vol: 173*** 153 83
Signal=Protect/Rights=Overlap

Street Name: Bernardo Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:45 PM - 5:45 PM Base Vol: 173 153 83 106 319 207 315 1386 181 148 805 111 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: 173 153 83 106 319 207 315 1386 181 148 805 111 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: 173 153 83 106 319 207 315 1386 181 148 805 111 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: 173 153 83 106 319 207 315 1386 181 148 805 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 153 83 106 319 207 315 1386 181 148 805 111 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: 173 153 83 106 319 207 315 1386 181 148 805 111 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 2.00 1.00 1.00 1.00 1.19 0.81 1.00 2.64 0.36 1.00 2.62 0.38 Final Sat.: 3150 1900 1750 1750 2243 1455 1750 4952 647 1750 4921 678 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.08 0.05 0.06 0.14 0.14 0.18 0.28 0.28 0.08 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 13.5 27.6 48.4 20.8 35.0 35.0 46.9 68.8 68.8 20.8 42.6 42.6 Volume/Cap: 0.61 0.44 0.15 0.44 0.61 0.61 0.58 0.61 0.61 0.61 0.58 0.58 Uniform Del: 65.7 54.3 36.1 59.2 51.4 51.4 43.2 30.5 30.5 60.8 45.9 45.9 IncremntDel: 3.9 0.9 0.1 1.3 1.3 1.3 1.5 0.4 0.4 4.5 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: 69.6 55.1 36.2 60.5 52.7 52.7 44.7 31.0 31.0 65.3 46.5 46.5 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: 69.6 55.1 36.2 60.5 52.7 52.7 44.7 31.0 31.0 65.3 46.5 46.5 LOS by Move: E E+ D+ E D- D- D C C E D D HCM2kAvgQ: 6 6 3 5 12 12 13 18 18 7 12 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 365 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 271 402*** 275
Lanes: 0 1 1 0 1

Signal=Protect

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

318

1 Cycle Time (sec): 150

0 258

0 Loss Time (sec): 12

1 2148*** 2

Critical V/C: 0.893

2 1781
1 Avg Crit Del (sec/veh): 52.1

0 319 0

Avg Delay (sec/veh): 53.5

1 188***
LOS: D-

Lanes: 2 0 1 0 1
Final Vol: 289*** 190 170
Signal=Protect/Rights=Overlap

Street Name: Bernardo Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:45 PM - 5:45 PM Base Vol: 289 190 170 275 402 271 318 2148 319 188 1781 258 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: 289 190 170 275 402 271 318 2148 319 188 1781 258 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: 289 190 170 275 402 271 318 2148 319 188 1781 258 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: 289 190 170 275 402 271 318 2148 319 188 1781 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 289 190 170 275 402 271 318 2148 319 188 1781 258 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: 289 190 170 275 402 271 318 2148 319 188 1781 258 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 2.00 1.00 1.00 1.00 1.17 0.83 1.00 2.60 0.40 1.00 2.61 0.39 Final Sat.: 3150 1900 1750 1750 2209 1489 1750 4875 724 1750 4890 708 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.10 0.10 0.16 0.18 0.18 0.18 0.44 0.44 0.11 0.36 0.36 Crit Moves: **** **** **** **** Green Time: 15.4 17.9 35.9 28.1 30.6 30.6 30.6 74.0 74.0 18.0 61.4 61.4 Volume/Cap: 0.89 0.84 0.41 0.84 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Uniform Del: 66.5 64.7 48.1 58.8 58.1 58.1 58.0 34.4 34.4 65.0 41.2 41.2 IncremntDel: 25.3 23.3 0.6 17.2 13.0 13.0 22.9 4.2 4.2 34.5 4.8 4.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 91.8 87.9 48.7 76.0 71.2 71.2 80.9 38.6 38.6 99.6 45.9 45.9 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: 91.8 87.9 48.7 76.0 71.2 71.2 80.9 38.6 38.6 99.6 45.9 45.9 LOS by Move: F F D E- E E F D+ D+ F D D HCM2kAvgQ: 11 11 7 15 19 19 16 34 34 9 27 27 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 366 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #3: Bernardo Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 265 408*** 294
Lanes: 0 1 1 0 1

Signal=Protect

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

321

1 Cycle Time (sec): 150

0 254

0 Loss Time (sec): 12

1 2206*** 2

Critical V/C: 0.916

2 1831
1 Avg Crit Del (sec/veh): 54.9

0 315 0

Avg Delay (sec/veh): 56.1

1 194***
LOS: E+

Lanes: 2 0 1 0 1
Final Vol: 315*** 193 188
Signal=Protect/Rights=Overlap

Street Name: Bernardo Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:45 PM - 5:45 PM Base Vol: 315 193 188 294 408 265 321 2206 315 194 1831 254 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: 315 193 188 294 408 265 321 2206 315 194 1831 254 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: 315 193 188 294 408 265 321 2206 315 194 1831 254 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: 315 193 188 294 408 265 321 2206 315 194 1831 254 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 315 193 188 294 408 265 321 2206 315 194 1831 254 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: 315 193 188 294 408 265 321 2206 315 194 1831 254 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 2.00 1.00 1.00 1.00 1.19 0.81 1.00 2.61 0.39 1.00 2.62 0.38 Final Sat.: 3150 1900 1750 1750 2242 1456 1750 4899 700 1750 4917 682 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.11 0.17 0.18 0.18 0.18 0.45 0.45 0.11 0.37 0.37 Crit Moves: **** **** **** **** Green Time: 16.4 17.4 35.5 28.8 29.8 29.8 30.3 73.7 73.7 18.1 61.5 61.5 Volume/Cap: 0.92 0.88 0.45 0.88 0.92 0.92 0.91 0.92 0.92 0.92 0.91 0.91 Uniform Del: 66.1 65.2 48.9 58.9 58.9 58.9 58.5 35.3 35.3 65.2 41.6 41.6 IncremntDel: 28.4 30.1 0.8 21.9 16.3 16.3 26.2 5.4 5.4 39.4 5.8 5.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 94.5 95.3 49.7 80.7 75.1 75.1 84.7 40.7 40.7 104.6 47.3 47.3 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: 94.5 95.3 49.7 80.7 75.1 75.1 84.7 40.7 40.7 104.6 47.3 47.3 LOS by Move: F F D F E- E- F D D F D D HCM2kAvgQ: 12 11 8 17 19 19 16 36 36 9 28 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 367 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 187 669*** 205
Lanes: 0 1 1 0 1

Signal=Protect

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

226

1 Cycle Time (sec): 120

0 146

0 Loss Time (sec): 12

1 1393*** 2

Critical V/C: 0.731

2 841
1 Avg Crit Del (sec/veh): 38.3

0 161 0

Avg Delay (sec/veh): 39.1

1 156***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 105*** 199 65
Signal=Protect/Rights=Include

Street Name: Mary Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 30 Oct 2018 << 5:15 PM - 6:15 PM Base Vol: 105 199 65 205 669 187 226 1393 161 156 841 146 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: 105 199 65 205 669 187 226 1393 161 156 841 146 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: 105 199 65 205 669 187 226 1393 161 156 841 146 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: 105 199 65 205 669 187 226 1393 161 156 841 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 105 199 65 205 669 187 226 1393 161 156 841 146 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: 105 199 65 205 669 187 226 1393 161 156 841 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.49 0.51 1.00 1.55 0.45 1.00 2.68 0.32 1.00 2.54 0.46 Final Sat.: 1750 2788 911 1750 2891 808 1750 5019 580 1750 4771 828 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.07 0.07 0.12 0.23 0.23 0.13 0.28 0.28 0.09 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 9.8 19.9 19.9 27.9 38.0 38.0 25.4 45.5 45.5 14.6 34.7 34.7 Volume/Cap: 0.73 0.43 0.43 0.50 0.73 0.73 0.61 0.73 0.73 0.73 0.61 0.61 Uniform Del: 53.8 45.0 45.0 40.0 36.5 36.5 42.8 32.0 32.0 50.8 36.8 36.8 IncremntDel: 17.4 0.5 0.5 1.0 2.4 2.4 2.9 1.3 1.3 12.2 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: 71.2 45.5 45.5 41.0 38.9 38.9 45.7 33.3 33.3 63.0 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: 71.2 45.5 45.5 41.0 38.9 38.9 45.7 33.3 33.3 63.0 37.5 37.5 LOS by Move: E D D D D+ D+ D C- C- E D+ D+ HCM2kAvgQ: 4 4 4 7 14 14 8 16 16 6 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 368 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 206 698 425***
Lanes: 0 1 1 0 1

Signal=Protect

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

340***

1 Cycle Time (sec): 120

0 227

0 Loss Time (sec): 12

1 1643 2

Critical V/C: 1.020

2 2053***
1 Avg Crit Del (sec/veh): 74.9

0 216 0

Avg Delay (sec/veh): 64.7

1 212
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 147 199 74***
Signal=Protect/Rights=Include

Street Name: Mary Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 9 Nov 2016 << 4:45 PM - 5:45 PM Base Vol: 147 199 74 425 698 206 340 1643 216 212 2053 227 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: 147 199 74 425 698 206 340 1643 216 212 2053 227 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: 147 199 74 425 698 206 340 1643 216 212 2053 227 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: 147 199 74 425 698 206 340 1643 216 212 2053 227 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 147 199 74 425 698 206 340 1643 216 212 2053 227 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: 147 199 74 425 698 206 340 1643 216 212 2053 227 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.44 0.56 1.00 1.53 0.47 1.00 2.64 0.36 1.00 2.69 0.31 Final Sat.: 1750 2696 1003 1750 2856 843 1750 4948 651 1750 5042 557 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.07 0.07 0.24 0.24 0.24 0.19 0.33 0.33 0.12 0.41 0.41 Crit Moves: **** **** **** **** Green Time: 9.8 10.0 10.0 28.2 28.4 28.4 22.6 51.1 51.1 18.7 47.3 47.3 Volume/Cap: 1.03 0.89 0.89 1.03 1.03 1.03 1.03 0.78 0.78 0.78 1.03 1.03 Uniform Del: 55.1 54.4 54.4 45.9 45.8 45.8 48.7 29.6 29.6 48.7 36.4 36.4 IncremntDel: 84.1 24.9 24.9 53.4 38.9 38.9 58.7 1.7 1.7 13.4 28.6 28.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 139.2 79.3 79.3 99.3 84.7 84.7 107.4 31.3 31.3 62.1 64.9 64.9 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: 139.2 79.3 79.3 99.3 84.7 84.7 107.4 31.3 31.3 62.1 64.9 64.9 LOS by Move: F E- E- F F F F C C E E E HCM2kAvgQ: 8 6 6 20 20 20 16 19 19 8 32 32 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 369 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #4: Mary Ave & El Camino Real

Signal=Protect/Rights=Include
Final Vol: 244 688 487***
Lanes: 0 1 1 0 1

Signal=Protect

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

375***

1 Cycle Time (sec): 120

0 230

0 Loss Time (sec): 12

1 1650 2

Critical V/C: 1.091

2 2084***
1 Avg Crit Del (sec/veh): 101.2

0 224 0

Avg Delay (sec/veh): 79.2

1 218
LOS: E-

Lanes: 1 0 1 1 0
Final Vol: 161 199*** 83
Signal=Protect/Rights=Include

Street Name: Mary Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 9 Nov 2016 << 4:45 PM - 5:45 PM Base Vol: 161 199 83 487 688 244 375 1650 224 218 2084 230 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: 161 199 83 487 688 244 375 1650 224 218 2084 230 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: 161 199 83 487 688 244 375 1650 224 218 2084 230 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: 161 199 83 487 688 244 375 1650 224 218 2084 230 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 199 83 487 688 244 375 1650 224 218 2084 230 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: 161 199 83 487 688 244 375 1650 224 218 2084 230 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.40 0.60 1.00 1.46 0.54 1.00 2.63 0.37 1.00 2.69 0.31 Final Sat.: 1750 2610 1089 1750 2731 968 1750 4930 669 1750 5043 557 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.08 0.08 0.28 0.25 0.25 0.21 0.33 0.33 0.12 0.41 0.41 Crit Moves: **** **** **** **** Green Time: 10.7 10.0 10.0 30.1 29.4 29.4 23.2 49.5 49.5 18.4 44.7 44.7 Volume/Cap: 1.03 0.91 0.91 1.11 1.03 1.03 1.11 0.81 0.81 0.81 1.11 1.11 Uniform Del: 54.6 54.6 54.6 44.9 45.3 45.3 48.4 31.1 31.1 49.1 37.6 37.6 IncremntDel: 79.8 30.3 30.3 76.0 37.6 37.6 81.7 2.3 2.3 16.8 56.7 56.7 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: 134.5 84.9 84.9 121.0 82.9 82.9 130.1 33.4 33.4 66.0 94.4 94.4 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: 134.5 84.9 84.9 121.0 82.9 82.9 130.1 33.4 33.4 66.0 94.4 94.4 LOS by Move: F F F F F F F C- C- E F F HCM2kAvgQ: 8 6 6 26 21 21 20 20 20 8 37 37 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 370 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Overlap
Final Vol: 104 361*** 72
Lanes: 1 0 2 0 1

Signal=Protect

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

88 1

Cycle Time (sec): 150

0 47

0 Loss Time (sec): 12

1 1328*** 2

Critical V/C: 0.566

2 786
1 Avg Crit Del (sec/veh): 40.2

0 130 0

Avg Delay (sec/veh): 38.8

2 313***
LOS: D+

Lanes: 1 0 1 1 0
Final Vol: 115*** 196 163
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: 115 196 163 72 361 104 88 1328 130 313 786 47 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: 115 196 163 72 361 104 88 1328 130 313 786 47 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: 115 196 163 72 361 104 88 1328 130 313 786 47 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: 115 196 163 72 361 104 88 1328 130 313 786 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 196 163 72 361 104 88 1328 130 313 786 47 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: 115 196 163 72 361 104 88 1328 130 313 786 47 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.92 0.99 0.95 0.83 0.98 0.95 Lanes: 1.00 1.07 0.93 1.00 2.00 1.00 1.00 2.72 0.28 2.00 2.82 0.18 Final Sat.: 1750 2019 1679 1750 3800 1750 1750 5100 499 3150 5284 316 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.10 0.10 0.04 0.10 0.06 0.05 0.26 0.26 0.10 0.15 0.15 Crit Moves: **** **** **** **** Green Time: 17.4 28.8 28.8 13.8 25.2 49.3 24.1 69.0 69.0 26.3 71.3 71.3 Volume/Cap: 0.57 0.51 0.51 0.45 0.57 0.18 0.31 0.57 0.57 0.57 0.31 0.31 Uniform Del: 62.7 54.2 54.2 64.5 57.4 35.9 55.6 29.5 29.5 56.6 24.3 24.3 IncremntDel: 3.7 0.6 0.6 2.0 1.2 0.2 0.6 0.3 0.3 1.4 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 66.4 54.8 54.8 66.4 58.6 36.1 56.3 29.8 29.8 58.0 24.3 24.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.4 54.8 54.8 66.4 58.6 36.1 56.3 29.8 29.8 58.0 24.3 24.3 LOS by Move: E D- D- E E+ D+ E+ C C E+ C C HCM2kAvgQ: 6 8 8 4 8 4 4 16 16 8 8 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 371 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Overlap
Final Vol: 384 512 359***
Lanes: 1 0 2 0 1

Signal=Protect

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

198

1 Cycle Time (sec): 150

0 129

0 Loss Time (sec): 12

1 2188*** 2

Critical V/C: 1.155

2 2036
1 Avg Crit Del (sec/veh): 135.4

0 136 0

Avg Delay (sec/veh): 94.0

2 651***
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 135 260 412***
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: 135 260 412 359 512 384 198 2188 136 651 2036 129 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: 135 260 412 359 512 384 198 2188 136 651 2036 129 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: 135 260 412 359 512 384 198 2188 136 651 2036 129 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: 135 260 412 359 512 384 198 2188 136 651 2036 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 260 412 359 512 384 198 2188 136 651 2036 129 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: 135 260 412 359 512 384 198 2188 136 651 2036 129 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.83 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.82 0.18 2.00 2.81 0.19 Final Sat.: 1750 1900 1750 1750 3800 1750 1750 5272 328 3150 5266 334 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.14 0.24 0.21 0.13 0.22 0.11 0.42 0.42 0.21 0.39 0.39 Crit Moves: **** **** **** **** Green Time: 20.8 30.6 30.6 26.7 36.4 54.7 18.3 53.9 53.9 26.8 62.5 62.5 Volume/Cap: 0.56 0.67 1.15 1.15 0.56 0.60 0.93 1.15 1.15 1.15 0.93 0.93 Uniform Del: 60.3 55.1 59.7 61.7 49.7 38.8 65.2 48.0 48.0 61.6 41.6 41.6 IncremntDel: 2.8 1.8 87.9 99.7 0.7 1.6 42.0 75.7 75.7 88.4 7.2 7.2 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: 63.1 56.9 147.6 161.4 50.5 40.4 107.2 124 123.8 149.9 48.8 48.8 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: 63.1 56.9 147.6 161.4 50.5 40.4 107.2 124 123.8 149.9 48.8 48.8 LOS by Move: E E+ F F D D F F F F D D HCM2kAvgQ: 7 12 31 27 11 16 10 49 49 24 31 31 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 372 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #5: Pastoria Ave & El Camino Real

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

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: 1.209

2 2080
1 Avg Crit Del (sec/veh): 158.4

0 189 0

Avg Delay (sec/veh): 110.3

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 0.92 1.00 0.92 0.92 0.99 0.95 0.83 0.98 0.95 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.75 0.25 2.00 2.81 0.19 Final Sat.: 1750 1900 1750 1750 3800 1750 1750 5153 447 3150 5251 348 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.13 0.27 0.22 0.14 0.22 0.12 0.42 0.42 0.20 0.40 0.40 Crit Moves: **** **** **** **** Green Time: 22.4 33.2 33.2 27.4 38.2 55.8 17.6 52.5 52.5 24.9 59.8 59.8 Volume/Cap: 0.54 0.60 1.21 1.21 0.54 0.59 0.99 1.21 1.21 1.21 0.99 0.99 Uniform Del: 59.0 52.4 58.4 61.3 48.2 38.0 66.1 48.7 48.7 62.6 44.9 44.9 IncremntDel: 2.2 0.8 109.2 119.8 0.6 1.5 60.9 99.2 99.2 111.0 17.5 17.5 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: 61.2 53.2 167.6 181.1 48.8 39.5 127.0 148 147.9 173.6 62.4 62.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 53.2 167.6 181.1 48.8 39.5 127.0 148 147.9 173.6 62.4 62.4 LOS by Move: E D- F F D D F F F F E E HCM2kAvgQ: 7 11 36 31 10 16 11 53 53 25 36 36 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 373 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Overlap
Final Vol: 233 1638*** 534
Lanes: 1 0 3 0 2

Signal=Protect

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

168

2 Cycle Time (sec): 160

1 196

0 Loss Time (sec): 12

0 1268*** 2

Critical V/C: 0.720

3 744
1 Avg Crit Del (sec/veh): 46.9

0 189 0

Avg Delay (sec/veh): 45.7

1 70***
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 246*** 417 38
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: 30 Oct 2018 << 5:15 PM - 6:15 PM Base Vol: 246 417 38 534 1638 233 168 1268 189 70 744 196 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: 246 417 38 534 1638 233 168 1268 189 70 744 196 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: 246 417 38 534 1638 233 168 1268 189 70 744 196 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: 246 417 38 534 1638 233 168 1268 189 70 744 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 246 417 38 534 1638 233 168 1268 189 70 744 196 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: 246 417 38 534 1638 233 168 1268 189 70 744 196 ------------|---------------||---------------||---------------||---------------| 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 0.83 0.99 0.95 0.92 1.00 0.92 Lanes: 2.00 2.74 0.26 2.00 3.00 1.00 2.00 2.60 0.40 1.00 3.00 1.00 Final Sat.: 3150 5132 468 3150 5700 1750 3150 4873 726 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.08 0.08 0.17 0.29 0.13 0.05 0.26 0.26 0.04 0.13 0.11 Crit Moves: **** **** **** **** Green Time: 17.4 26.3 26.3 54.9 63.9 83.3 19.4 57.9 57.9 8.9 47.4 102.3 Volume/Cap: 0.72 0.49 0.49 0.49 0.72 0.26 0.44 0.72 0.72 0.72 0.44 0.18 Uniform Del: 69.0 60.8 60.8 41.5 40.5 21.2 65.3 44.1 44.1 74.3 45.6 11.7 IncremntDel: 7.3 0.4 0.4 0.4 1.1 0.1 0.8 1.3 1.3 22.8 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 76.2 61.2 61.2 41.9 41.6 21.4 66.1 45.4 45.4 97.2 45.8 11.8 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: 76.2 61.2 61.2 41.9 41.6 21.4 66.1 45.4 45.4 97.2 45.8 11.8 LOS by Move: E- E E D D C+ E D D F D B+ HCM2kAvgQ: 7 7 7 12 22 6 4 20 20 4 9 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 374 of 557 ends

COMPARE Fri Aug 28 14:45:59 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 no ECRSP PM
Intersection #6: Mathilda Ave & El Camino Real

Signal=Protect/Rights=Overlap
Final Vol: 972*** 2058 614
Lanes: 1 0 3 0 2

Signal=Protect

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

493

2 Cycle Time (sec): 160

1 472

0 Loss Time (sec): 12

0 1761*** 2

Critical V/C: 1.062

3 1240
1 Avg Crit Del (sec/veh): 90.7

0 415 0

Avg Delay (sec/veh): 71.3

1 118***
LOS: E

Lanes: 2 0 2 1 0
Final Vol: 402*** 682 81
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: 402 682 81 614 2058 972 493 1761 415 118 1240 472 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 402 682 81 614 2058 972 493 1761 415 118 1240 472 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 402 682 81 614 2058 972 493 1761 415 118 1240 472 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 402 682 81 614 2058 972 493 1761 415 118 1240 472 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 402 682 81 614 2058 972 493 1761 415 118 1240 472 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 402 682 81 614 2058 972 493 1761 415 118 1240 472 ------------|---------------||---------------||---------------||---------------| 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 0.83 0.99 0.95 0.92 1.00 0.92 Lanes: 2.00 2.67 0.33 2.00 3.00 1.00 2.00 2.41 0.59 1.00 3.00 1.00 Final Sat.: 3150 5005 594 3150 5700 1750 3150 4531 1068 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.14 0.14 0.19 0.36 0.56 0.16 0.39 0.39 0.07 0.22 0.27 Crit Moves: **** **** **** **** Green Time: 19.2 32.6 32.6 46.7 60.1 88.8 28.7 58.5 58.5 10.2 40.0 86.6 Volume/Cap: 1.06 0.67 0.67 0.67 0.96 1.00 0.87 1.06 1.06 1.06 0.87 0.50 Uniform Del: 70.4 58.7 58.7 49.9 48.8 35.6 63.8 50.7 50.7 74.9 57.6 23.0 IncremntDel: 63.7 1.5 1.5 1.9 11.7 29.0 13.8 38.9 38.9 103.2 6.1 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: 134.1 60.2 60.2 51.8 60.6 64.6 77.6 89.6 89.6 178.1 63.7 23.5 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: 134.1 60.2 60.2 51.8 60.6 64.6 77.6 89.6 89.6 178.1 63.7 23.5 LOS by Move: F E E D- E E E- F F F E C HCM2kAvgQ: 15 12 12 15 34 55 13 39 39 8 20 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 375 of 557 ends

COMPARE Fri Aug 28 14:45:59 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 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

2 Cycle Time (sec): 160

1 475

0 Loss Time (sec): 12

0 1777*** 2

Critical V/C: 1.053

3 1268
1 Avg Crit Del (sec/veh): 88.3

0 404 0

Avg Delay (sec/veh): 76.2

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

Vol/Sat: 0.14 0.14 0.14 0.20 0.36 0.53 0.16 0.39 0.39 0.08 0.22 0.27 Crit Moves: **** **** **** **** Green Time: 21.6 31.1 31.1 46.0 55.5 85.7 30.1 59.2 59.2 11.6 40.7 86.7 Volume/Cap: 1.05 0.71 0.71 0.71 1.05 0.99 0.87 1.05 1.05 1.05 0.87 0.50 Uniform Del: 69.2 60.2 60.2 51.0 52.2 36.7 63.1 50.4 50.4 74.2 57.2 23.0 IncremntDel: 58.2 2.2 2.2 2.7 34.4 26.9 13.6 35.4 35.4 94.6 6.2 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: 127.4 62.4 62.4 53.7 86.6 63.6 76.7 85.8 85.8 168.8 63.4 23.4 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: 127.4 62.4 62.4 53.7 86.6 63.6 76.7 85.8 85.8 168.8 63.4 23.4 LOS by Move: F E E D- F E E- F F F E C HCM2kAvgQ: 17 12 12 16 38 51 14 39 39 9 20 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 376 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-19
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 75 231 225***
Lanes: 0 1 1 0 2

Signal=Protect

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

190

2 Cycle Time (sec): 149

0 96

0 Loss Time (sec): 12

1 1426*** 2

Critical V/C: 0.595

2 794
1 Avg Crit Del (sec/veh): 40.8

0 94 0

Avg Delay (sec/veh): 40.3

1 165***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 120 299*** 107
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: 120 299 107 225 231 75 190 1426 94 165 794 96 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: 120 299 107 225 231 75 190 1426 94 165 794 96 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: 120 299 107 225 231 75 190 1426 94 165 794 96 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: 120 299 107 225 231 75 190 1426 94 165 794 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 299 107 225 231 75 190 1426 94 165 794 96 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: 120 299 107 225 231 75 190 1426 94 165 794 96 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 1.46 0.54 2.00 1.50 0.50 2.00 2.81 0.19 1.00 2.66 0.34 Final Sat.: 1750 2724 975 3150 2792 907 3150 5253 346 1750 4995 604 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.11 0.11 0.07 0.08 0.08 0.06 0.27 0.27 0.09 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 20.6 27.5 27.5 17.9 24.8 24.8 25.2 68.0 68.0 23.6 66.4 66.4 Volume/Cap: 0.50 0.59 0.59 0.59 0.50 0.50 0.36 0.59 0.59 0.59 0.36 0.36 Uniform Del: 59.4 55.7 55.7 62.1 56.4 56.4 54.7 30.2 30.2 58.2 27.2 27.2 IncremntDel: 1.6 1.4 1.4 2.6 0.6 0.6 0.4 0.4 0.4 3.5 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 61.0 57.1 57.1 64.7 57.1 57.1 55.1 30.6 30.6 61.7 27.3 27.3 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: 61.0 57.1 57.1 64.7 57.1 57.1 55.1 30.6 30.6 61.7 27.3 27.3 LOS by Move: E E+ E+ E E+ E+ E+ C C E C C HCM2kAvgQ: 6 9 9 7 7 7 4 17 17 7 9 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 377 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-20
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 231 251 582***
Lanes: 0 1 1 0 2

Signal=Protect

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

295

2 Cycle Time (sec): 149

0 353

0 Loss Time (sec): 12

1 1944*** 2

Critical V/C: 1.040

2 1549
1 Avg Crit Del (sec/veh): 92.5

0 197 0

Avg Delay (sec/veh): 72.7

1 432***
LOS: E

Lanes: 1 0 1 1 0
Final Vol: 258 299*** 227
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: 258 299 227 582 251 231 295 1944 197 432 1549 353 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: 258 299 227 582 251 231 295 1944 197 432 1549 353 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: 258 299 227 582 251 231 295 1944 197 432 1549 353 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: 258 299 227 582 251 231 295 1944 197 432 1549 353 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 258 299 227 582 251 231 295 1944 197 432 1549 353 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: 258 299 227 582 251 231 295 1944 197 432 1549 353 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.95 0.83 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.11 0.89 2.00 1.02 0.98 2.00 2.71 0.29 1.00 2.42 0.58 Final Sat.: 1750 2102 1596 3150 1925 1772 3150 5084 515 1750 4559 1039 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.14 0.14 0.18 0.13 0.13 0.09 0.38 0.38 0.25 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 24.9 20.4 20.4 26.5 22.0 22.0 19.5 54.8 54.8 35.4 70.7 70.7 Volume/Cap: 0.88 1.04 1.04 1.04 0.88 0.88 0.72 1.04 1.04 1.04 0.72 0.72 Uniform Del: 60.7 64.3 64.3 61.3 62.3 62.3 62.1 47.1 47.1 56.8 31.2 31.2 IncremntDel: 25.6 50.8 50.8 48.8 15.7 15.7 5.9 31.1 31.1 54.9 1.0 1.0 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: 86.2 115 115.1 110.1 77.9 77.9 68.0 78.2 78.2 111.7 32.1 32.1 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: 86.2 115 115.1 110.1 77.9 77.9 68.0 78.2 78.2 111.7 32.1 32.1 LOS by Move: F F F F E- E- E E- E- F C- C- HCM2kAvgQ: 15 18 18 22 14 14 7 35 35 23 21 21 Note: Queue reported is the number of cars per lane.

Attachment 15

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COMPARE Fri Jan 24 10:18:33 2020 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative 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
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: 1.093
2 1568
1 Avg Crit Del (sec/veh): 111.5
0 221 0
Avg Delay (sec/veh): 85.1
1 480***
LOS: F
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 0.92 0.99 0.95 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 2.00 2.68 0.32 1.00 2.43 0.57 Final Sat.: 1750 1903 1795 3150 1899 1800 3150 5032 568 1750 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 0.27 0.34 0.34 Crit Moves: **** **** **** ****
Green Time: 25.3 21.4 21.4 25.1 21.3 21.3 20.2 53.1 53.1 37.4 70.3 70.3 Volume/Cap: 0.95 1.09 1.09 1.09 0.91 0.95 0.73 1.09 1.09 1.09 0.73 0.73 Uniform Del: 61.2 63.8 63.8 61.9 62.9 63.3 61.8 48.0 48.0 55.8 31.6 31.6 IncremntDel: 38.9 66.8 66.8 66.8 19.8 27.5 6.2 50.6 50.6 70.4 1.0 1.0 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: 100.2 131 130.5 128.7 82.7 90.8 68.0 98.5 98.5 126.2 32.7 32.7 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: 100.2 131 130.5 128.7 82.7 90.8 68.0 98.5 98.5 126.2 32.7 32.7 LOS by Move: F F F F F F E F F F C- C-
HCM2kAvgQ: 18 20 20 23 14 15 8 39 39 28 22 22 Note: Queue reported is the number of cars per lane.

Attachment 15

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COMPARE Fri Jan 24 10:18:33 2020 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Permit/Rights=Overlap
Final Vol: 43 21*** 40
Lanes: 1 0 0 1 0

Signal=Protect

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

107

1 Cycle Time (sec): 130

0 33

0 Loss Time (sec): 9

1 1827*** 2

Critical V/C: 0.440

2 977
1 Avg Crit Del (sec/veh): 9.3

0 43 0

Avg Delay (sec/veh): 12.0

1 73***
LOS: B

Lanes: 0 1 0 0 1
Final Vol: 23 18 28
Signal=Permit/Rights=Overlap

Street Name: Poplar Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 23 18 28 40 21 43 107 1827 43 73 977 33 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: 23 18 28 40 21 43 107 1827 43 73 977 33 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: 23 18 28 40 21 43 107 1827 43 73 977 33 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: 23 18 28 40 21 43 107 1827 43 73 977 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 18 28 40 21 43 107 1827 43 73 977 33 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: 23 18 28 40 21 43 107 1827 43 73 977 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.56 0.44 1.00 0.66 0.34 1.00 1.00 2.93 0.07 1.00 2.90 0.10 Final Sat.: 1010 790 1750 1180 620 1750 1750 5471 129 1750 5417 183 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.02 0.02 0.03 0.03 0.02 0.06 0.33 0.33 0.04 0.18 0.18 Crit Moves: **** **** **** Green Time: 10.0 10.0 22.3 10.0 10.0 38.1 28.1 98.7 98.7 12.3 82.9 82.9 Volume/Cap: 0.30 0.30 0.09 0.44 0.44 0.08 0.28 0.44 0.44 0.44 0.28 0.28 Uniform Del: 56.7 56.7 45.3 57.3 57.3 33.3 42.5 5.7 5.7 55.6 10.4 10.4 IncremntDel: 1.2 1.2 0.1 2.2 2.2 0.1 0.4 0.1 0.1 1.9 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 57.9 57.9 45.4 59.5 59.5 33.4 43.0 5.7 5.7 57.4 10.5 10.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.9 57.9 45.4 59.5 59.5 33.4 43.0 5.7 5.7 57.4 10.5 10.5 LOS by Move: E+ E+ D E+ E+ C- D A A E+ B+ B+ HCM2kAvgQ: 2 2 1 3 3 1 4 9 9 3 6 6 Note: Queue reported is the number of cars per lane.

Attachment 15

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COMPARE Fri Jan 24 10:18:33 2020 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Permit/Rights=Overlap
Final Vol: 43 27 93
Lanes: 1 0 0 1 0

Signal=Protect

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

153

1 Cycle Time (sec): 130

0 33

0 Loss Time (sec): 9

1 2193*** 2

Critical V/C: 0.572

2 1485
1 Avg Crit Del (sec/veh): 14.5

0 43 0

Avg Delay (sec/veh): 17.4

1 73***
LOS: B

Lanes: 0 1 0 0 1
Final Vol: 127 37*** 28
Signal=Permit/Rights=Overlap

Street Name: Poplar Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 127 37 28 93 27 43 153 2193 43 73 1485 33 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: 127 37 28 93 27 43 153 2193 43 73 1485 33 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: 127 37 28 93 27 43 153 2193 43 73 1485 33 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: 127 37 28 93 27 43 153 2193 43 73 1485 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 127 37 28 93 27 43 153 2193 43 73 1485 33 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: 127 37 28 93 27 43 153 2193 43 73 1485 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.77 0.23 1.00 0.77 0.23 1.00 1.00 2.94 0.06 1.00 2.93 0.07 Final Sat.: 1394 406 1750 1395 405 1750 1750 5492 108 1750 5478 122 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.09 0.02 0.07 0.07 0.02 0.09 0.40 0.40 0.04 0.27 0.27 Crit Moves: **** **** **** Green Time: 20.7 20.7 30.2 20.7 20.7 45.2 24.5 90.8 90.8 9.5 75.8 75.8 Volume/Cap: 0.57 0.57 0.07 0.42 0.42 0.07 0.46 0.57 0.57 0.57 0.46 0.46 Uniform Del: 50.5 50.5 38.9 49.2 49.2 28.4 46.9 9.8 9.8 58.3 15.5 15.5 IncremntDel: 2.8 2.8 0.1 1.0 1.0 0.0 1.0 0.2 0.2 6.1 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 53.3 53.3 39.0 50.2 50.2 28.4 48.0 10.0 10.0 64.4 15.6 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.3 53.3 39.0 50.2 50.2 28.4 48.0 10.0 10.0 64.4 15.6 15.6 LOS by Move: D- D- D D D C D B+ B+ E B B HCM2kAvgQ: 7 7 1 5 5 1 6 15 15 3 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

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Sunnyvale City CouncilJune 28, 2022

Sunnyvale City Council
June 28, 2022