Transportation Impact Analysis — Sunnyvale City Council, June 28, 2022 (part 6 of 7)

COMPARE Fri Jan 24 10:18:33 2020 Page 3-94
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 #36: Mathilda Ave & Sunnyvale-Saratoga Rd

Signal=Protect/Rights=Include
Final Vol: 25 1895*** 68
Lanes: 0 1 2 0 1

Signal=Protect

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

9 1

Cycle Time (sec): 154

0 33

0 Loss Time (sec): 12

1 4*** 0

Critical V/C: 0.550

0 14
1 Avg Crit Del (sec/veh): 27.4

0 15 0

Avg Delay (sec/veh): 28.5

2 407***
LOS: C

Lanes: 1 0 3 0 0
Final Vol: 43*** 542 0
Signal=Protect/Rights=Ignore

Street Name: Mathilda Ave Sunnyvale-Saratoga Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 43 542 327 68 1895 25 9 4 15 407 14 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: 43 542 327 68 1895 25 9 4 15 407 14 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: 43 542 327 68 1895 25 9 4 15 407 14 33 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 542 0 68 1895 25 9 4 15 407 14 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 542 0 68 1895 25 9 4 15 407 14 33 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 542 0 68 1895 25 9 4 15 407 14 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 0.98 0.95 0.92 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 3.00 0.00 1.00 2.96 0.04 1.00 0.21 0.79 2.00 0.30 0.70 Final Sat.: 1750 5600 0 1750 5527 73 1750 379 1421 3150 536 1264 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.10 0.00 0.04 0.34 0.34 0.01 0.01 0.01 0.13 0.03 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 66.5 0.0 31.2 90.8 90.8 18.2 10.0 10.0 34.2 26.0 26.0 Volume/Cap: 0.54 0.22 0.00 0.19 0.58 0.58 0.04 0.16 0.16 0.58 0.15 0.15 Uniform Del: 71.9 27.5 0.0 50.9 19.7 19.7 60.2 68.0 68.0 53.5 54.6 54.6 IncremntDel: 7.3 0.0 0.0 0.3 0.3 0.3 0.1 0.7 0.7 1.2 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 79.3 27.5 0.0 51.2 20.0 20.0 60.3 68.7 68.7 54.7 54.9 54.9 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: 79.3 27.5 0.0 51.2 20.0 20.0 60.3 68.7 68.7 54.7 54.9 54.9 LOS by Move: E- C A D- C+ C+ E E E D- D- D- HCM2kAvgQ: 2 5 0 3 18 18 0 1 1 11 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 452 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-95
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 #36: Mathilda Ave & Sunnyvale-Saratoga Rd

Signal=Protect/Rights=Include
Final Vol: 25 2210*** 121
Lanes: 0 1 2 0 1

Signal=Protect

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

9 1

Cycle Time (sec): 154

0 48

0 Loss Time (sec): 12

1 4*** 0

Critical V/C: 0.632

0 14
1 Avg Crit Del (sec/veh): 29.2

0 15 0

Avg Delay (sec/veh): 30.6

2 467***
LOS: C

Lanes: 1 0 3 0 0
Final Vol: 43*** 751 0
Signal=Protect/Rights=Ignore

Street Name: Mathilda Ave Sunnyvale-Saratoga Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 43 751 0 121 2210 25 9 4 15 467 14 48 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: 43 751 0 121 2210 25 9 4 15 467 14 48 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: 43 751 0 121 2210 25 9 4 15 467 14 48 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 751 0 121 2210 25 9 4 15 467 14 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 751 0 121 2210 25 9 4 15 467 14 48 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 751 0 121 2210 25 9 4 15 467 14 48 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 3.00 0.00 1.00 2.97 0.03 1.00 0.21 0.79 2.00 0.23 0.77 Final Sat.: 1750 5700 0 1750 5537 63 1750 379 1421 3150 406 1394 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.13 0.00 0.07 0.40 0.40 0.01 0.01 0.01 0.15 0.03 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 64.4 0.0 33.8 91.1 91.1 18.1 10.0 10.0 33.9 25.8 25.8 Volume/Cap: 0.54 0.32 0.00 0.32 0.67 0.67 0.04 0.16 0.16 0.67 0.21 0.21 Uniform Del: 71.9 30.0 0.0 50.4 21.3 21.3 60.3 68.0 68.0 55.0 55.3 55.3 IncremntDel: 7.3 0.1 0.0 0.5 0.6 0.6 0.1 0.7 0.7 2.6 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 79.3 30.1 0.0 50.9 21.9 21.9 60.4 68.7 68.7 57.7 55.6 55.6 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: 79.3 30.1 0.0 50.9 21.9 21.9 60.4 68.7 68.7 57.7 55.6 55.6 LOS by Move: E- C A D C+ C+ E E E E+ E+ E+ HCM2kAvgQ: 2 7 0 5 22 22 0 1 1 13 3 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 453 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-96
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 #36: Mathilda Ave & Sunnyvale-Saratoga Rd

Signal=Protect/Rights=Include
Final Vol: 25 2185*** 131
Lanes: 0 1 2 0 1

Signal=Protect

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

9 1

Cycle Time (sec): 154

0 47

0 Loss Time (sec): 12

1 4*** 0

Critical V/C: 0.639

0 14
1 Avg Crit Del (sec/veh): 30.4

0 15 0

Avg Delay (sec/veh): 31.9

2 501***
LOS: C

Lanes: 1 0 3 0 0
Final Vol: 43*** 790 0
Signal=Protect/Rights=Ignore

Street Name: Mathilda Ave Sunnyvale-Saratoga Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 43 790 0 131 2185 25 9 4 15 501 14 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: 43 790 0 131 2185 25 9 4 15 501 14 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: 43 790 0 131 2185 25 9 4 15 501 14 47 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 790 0 131 2185 25 9 4 15 501 14 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 790 0 131 2185 25 9 4 15 501 14 47 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 790 0 131 2185 25 9 4 15 501 14 47 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 3.00 0.00 1.00 2.96 0.04 1.00 0.21 0.79 2.00 0.23 0.77 Final Sat.: 1750 5700 0 1750 5537 63 1750 379 1421 3150 413 1387 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.14 0.00 0.07 0.39 0.39 0.01 0.01 0.01 0.16 0.03 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 62.4 0.0 33.7 89.1 89.1 18.9 10.0 10.0 35.9 27.0 27.0 Volume/Cap: 0.54 0.34 0.00 0.34 0.68 0.68 0.04 0.16 0.16 0.68 0.19 0.19 Uniform Del: 71.9 31.6 0.0 50.8 22.6 22.6 59.6 68.0 68.0 53.8 54.2 54.2 IncremntDel: 7.3 0.1 0.0 0.5 0.6 0.6 0.1 0.7 0.7 2.6 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 79.3 31.7 0.0 51.3 23.2 23.2 59.6 68.7 68.7 56.5 54.5 54.5 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: 79.3 31.7 0.0 51.3 23.2 23.2 59.6 68.7 68.7 56.5 54.5 54.5 LOS by Move: E- C A D- C C E+ E E E+ D- D- HCM2kAvgQ: 2 8 0 5 23 23 0 1 1 14 3 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 454 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-97
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 #38: Sunnyvale-Saratoga Rd & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 400 1857*** 341
Lanes: 0 1 2 0 2

Signal=Protect

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

296

2 Cycle Time (sec): 160

1 162

0 Loss Time (sec): 12

0 987*** 2

Critical V/C: 0.799

2 488
1 Avg Crit Del (sec/veh): 47.0

0 241 0

Avg Delay (sec/veh): 47.8

2 186***
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 180*** 995 238
Signal=Protect/Rights=Include

Street Name: Sunnyvale-Saratoga 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 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: 180 995 238 341 1857 400 296 987 241 186 488 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 995 238 341 1857 400 296 987 241 186 488 162 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 995 238 341 1857 400 296 987 241 186 488 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 180 995 238 341 1857 400 296 987 241 186 488 162 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 180 995 238 341 1857 400 296 987 241 186 488 162 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 180 995 238 341 1857 400 296 987 241 186 488 162 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.40 0.60 2.00 2.45 0.55 2.00 2.39 0.61 2.00 2.00 1.00 Final Sat.: 3150 4518 1081 3150 4606 992 3150 4500 1099 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.22 0.22 0.11 0.40 0.40 0.09 0.22 0.22 0.06 0.13 0.09 Crit Moves: **** **** **** **** Green Time: 11.4 61.8 61.8 30.4 80.8 80.8 23.6 43.9 43.9 11.8 32.2 62.6 Volume/Cap: 0.80 0.57 0.57 0.57 0.80 0.80 0.64 0.80 0.80 0.80 0.64 0.24 Uniform Del: 73.1 38.6 38.6 58.9 32.9 32.9 64.2 53.9 53.9 72.9 58.6 32.7 IncremntDel: 17.9 0.4 0.4 1.3 1.7 1.7 3.0 3.0 3.0 17.4 1.8 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 91.1 39.0 39.0 60.2 34.5 34.5 67.2 57.0 57.0 90.3 60.4 32.8 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: 91.1 39.0 39.0 60.2 34.5 34.5 67.2 57.0 57.0 90.3 60.4 32.8 LOS by Move: F D+ D+ E C- C- E E+ E+ F E C- HCM2kAvgQ: 5 15 15 9 30 30 8 19 19 6 11 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 455 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-98
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 #38: Sunnyvale-Saratoga Rd & Fremont Ave
Signal=Protect/Rights=Include
Final Vol: 400 2157*** 493
Lanes: 0 1 2 0 2
Signal=Protect
Signal=Protect
Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/13/2016 Rights=Overlap Lanes: Final Vol:
321 2
Cycle Time (sec): 160
1 300
0 Loss Time (sec): 12
0 1139*** 2
Critical V/C: 1.002
2 787
1 Avg Crit Del (sec/veh): 77.2
0 300 0
Avg Delay (sec/veh): 68.3
2 364***
LOS: E
Lanes: 2 0 2 1 0
Final Vol: 308*** 1416 273
Signal=Protect/Rights=Include
Street Name: Sunnyvale-Saratoga 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 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: 13 Oct 2016 << 5:15 PM - 6:15 PM Base Vol: 308 1416 273 493 2157 400 321 1139 300 364 787 300 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: 308 1416 273 493 2157 400 321 1139 300 364 787 300 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: 308 1416 273 493 2157 400 321 1139 300 364 787 300 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: 308 1416 273 493 2157 400 321 1139 300 364 787 300 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 308 1416 273 493 2157 400 321 1139 300 364 787 300 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: 308 1416 273 493 2157 400 321 1139 300 364 787 300 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 190 0 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.50 0.50 2.00 2.51 0.49 2.00 2.35 0.65 2.00 2.00 1.00 Final Sat.: 3150 4694 905 3150 4723 876 3150 4431 1167 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.30 0.30 0.16 0.46 0.46 0.10 0.26 0.26 0.12 0.21 0.17 Crit Moves: **** **** **** ****
Green Time: 15.6 58.3 58.3 30.2 72.9 72.9 19.6 41.0 41.0 18.4 39.9 70.1 Volume/Cap: 1.00 0.83 0.83 0.83 1.00 1.00 0.83 1.00 1.00 1.00 0.83 0.39 Uniform Del: 72.2 46.3 46.3 62.4 43.5 43.5 68.6 59.5 59.5 70.8 56.9 30.5 IncremntDel: 51.9 3.0 3.0 9.4 18.4 18.4 14.1 24.3 24.3 47.8 6.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 124.1 49.3 49.3 71.8 61.9 61.9 82.7 83.8 83.8 118.6 63.2 30.8 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: 124.1 49.3 49.3 71.8 61.9 61.9 82.7 83.8 83.8 118.6 63.2 30.8 LOS by Move: F D D E E E F F F F E C
HCM2kAvgQ: 10 24 24 13 42 42 9 26 26 13 19 10
Note: Queue reported is the number of cars per lane.

Attachment 15

Page 456 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-99
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 #38: Sunnyvale-Saratoga Rd & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 400 2137*** 501
Lanes: 0 1 2 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/13/2016 Rights=Overlap Lanes: Final Vol:

330

2 Cycle Time (sec): 160

1 302

0 Loss Time (sec): 12

0 1161*** 2

Critical V/C: 1.004

2 799
1 Avg Crit Del (sec/veh): 77.8

0 314 0

Avg Delay (sec/veh): 69.2

2 362***
LOS: E

Lanes: 2 0 2 1 0
Final Vol: 307*** 1472 274
Signal=Protect/Rights=Include

Street Name: Sunnyvale-Saratoga 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 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: 13 Oct 2016 << 5:15 PM - 6:15 PM Base Vol: 307 1472 274 501 2137 400 330 1161 314 362 799 302 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: 307 1472 274 501 2137 400 330 1161 314 362 799 302 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: 307 1472 274 501 2137 400 330 1161 314 362 799 302 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: 307 1472 274 501 2137 400 330 1161 314 362 799 302 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 307 1472 274 501 2137 400 330 1161 314 362 799 302 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: 307 1472 274 501 2137 400 330 1161 314 362 799 302 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.51 0.49 2.00 2.51 0.49 2.00 2.34 0.66 2.00 2.00 1.00 Final Sat.: 3150 4720 879 3150 4716 883 3150 4406 1192 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.31 0.31 0.16 0.45 0.45 0.10 0.26 0.26 0.11 0.21 0.17 Crit Moves: **** **** **** **** Green Time: 15.5 58.1 58.1 29.6 72.2 72.2 20.0 42.0 42.0 18.3 40.2 69.9 Volume/Cap: 1.00 0.86 0.86 0.86 1.00 1.00 0.84 1.00 1.00 1.00 0.84 0.40 Uniform Del: 72.2 47.2 47.2 63.2 43.9 43.9 68.4 59.0 59.0 70.8 56.8 30.7 IncremntDel: 52.6 3.9 3.9 12.2 18.9 18.9 14.4 24.5 24.5 48.5 6.5 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: 124.8 51.1 51.1 75.4 62.9 62.9 82.7 83.5 83.5 119.3 63.3 31.0 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: 124.8 51.1 51.1 75.4 62.9 62.9 82.7 83.5 83.5 119.3 63.3 31.0 LOS by Move: F D- D- E- E E F F F F E C HCM2kAvgQ: 9 25 25 13 41 41 9 26 26 13 19 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 457 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-100
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 #39: Sunnyvale-Saratoga Rd & Homestead Rd

Signal=Protect/Rights=Overlap
Final Vol: 184 1414*** 343
Lanes: 1 0 3 0 2

Signal=Protect

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

226

2 Cycle Time (sec): 140

0 194

0 Loss Time (sec): 12

1 729 2

Critical V/C: 0.809

1 591
0 Avg Crit Del (sec/veh): 46.0

0 396*** 1

Avg Delay (sec/veh): 40.0

2 351***
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 484*** 1165 546
Signal=Protect/Rights=Overlap

Street Name: Sunnyvale-Saratoga 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: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 30 Oct 2018 << 5:30 PM - 6:30 PM Base Vol: 484 1165 546 343 1414 184 226 729 396 351 591 194 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: 484 1165 546 343 1414 184 226 729 396 351 591 194 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: 484 1165 546 343 1414 184 226 729 396 351 591 194 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: 484 1165 546 343 1414 184 226 729 396 351 591 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 484 1165 546 343 1414 184 226 729 396 351 591 194 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: 484 1165 546 343 1414 184 226 729 396 351 591 194 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 2.00 1.49 0.51 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2785 914 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.20 0.31 0.11 0.25 0.11 0.07 0.19 0.23 0.11 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 26.6 45.4 64.7 24.2 42.9 57.7 14.8 39.2 39.2 19.3 43.7 43.7 Volume/Cap: 0.81 0.63 0.68 0.63 0.81 0.26 0.68 0.69 0.81 0.81 0.68 0.68 Uniform Del: 54.3 40.2 29.5 53.8 44.7 27.0 60.3 44.9 46.9 58.6 42.1 42.1 IncremntDel: 8.1 0.7 2.3 2.4 2.9 0.2 5.6 1.9 9.7 10.8 1.7 1.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.84 0.68 0.43 0.86 0.71 0.53 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 53.9 28.1 14.9 48.7 34.5 14.6 66.0 46.8 56.6 69.4 43.7 43.7 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: 53.9 28.1 14.9 48.7 34.5 14.6 66.0 46.8 56.6 69.4 43.7 43.7 LOS by Move: D- C B D C- B E D E+ E D D HCM2kAvgQ: 14 12 13 7 17 3 5 12 15 9 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 458 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-101
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 #39: Sunnyvale-Saratoga Rd & Homestead Rd

Signal=Protect/Rights=Overlap
Final Vol: 184 1894*** 391
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/12/2016 Rights=Include Lanes: Final Vol:

226

2 Cycle Time (sec): 140

0 247

0 Loss Time (sec): 12

1 1078*** 2

Critical V/C: 1.030

1 855
0 Avg Crit Del (sec/veh): 79.0

0 396 1

Avg Delay (sec/veh): 60.5

2 541***
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 484*** 1877 581
Signal=Protect/Rights=Overlap

Street Name: Sunnyvale-Saratoga 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: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Oct 2016 << 5:15 PM - 6:15 PM Base Vol: 484 1877 581 391 1894 184 226 1078 396 541 855 247 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: 484 1877 581 391 1894 184 226 1078 396 541 855 247 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: 484 1877 581 391 1894 184 226 1078 396 541 855 247 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: 484 1877 581 391 1894 184 226 1078 396 541 855 247 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 484 1877 581 391 1894 184 226 1078 396 541 855 247 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: 484 1877 581 391 1894 184 226 1078 396 541 855 247 ------------|---------------||---------------||---------------||---------------| 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 2.00 1.00 2.00 1.54 0.46 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2870 829 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.33 0.33 0.12 0.33 0.11 0.07 0.28 0.23 0.17 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 20.9 48.0 71.3 18.1 45.2 57.2 12.0 38.6 38.6 23.4 49.9 49.9 Volume/Cap: 1.03 0.96 0.65 0.96 1.03 0.26 0.84 1.03 0.82 1.03 0.84 0.84 Uniform Del: 59.6 45.1 25.2 60.6 47.4 27.4 63.0 50.7 47.5 58.3 41.3 41.3 IncremntDel: 49.3 12.4 1.7 34.4 29.0 0.2 19.7 35.7 10.8 47.1 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: 0.88 0.65 0.31 0.90 0.68 0.54 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 101.9 41.8 9.5 89.0 61.3 15.0 82.7 86.4 58.3 105.4 46.1 46.1 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: 101.9 41.8 9.5 89.0 61.3 15.0 82.7 86.4 58.3 105.4 46.1 46.1 LOS by Move: F D A F E B F F E+ F D D HCM2kAvgQ: 18 31 10 10 28 3 5 24 15 16 19 19 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 459 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-102
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 #39: Sunnyvale-Saratoga Rd & Homestead Rd

Signal=Protect/Rights=Overlap
Final Vol: 184 1896*** 393
Lanes: 1 0 3 0 2

Signal=Protect

Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/12/2016 Rights=Include Lanes: Final Vol:

226

2 Cycle Time (sec): 140

0 264

0 Loss Time (sec): 12

1 1087*** 2

Critical V/C: 1.025

1 892
0 Avg Crit Del (sec/veh): 77.5

0 396 1

Avg Delay (sec/veh): 60.6

2 520***
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 484*** 1911 564
Signal=Protect/Rights=Overlap

Street Name: Sunnyvale-Saratoga 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: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 12 Oct 2016 << 5:15 PM - 6:15 PM Base Vol: 484 1911 564 393 1896 184 226 1087 396 520 892 264 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 484 1911 564 393 1896 184 226 1087 396 520 892 264 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 484 1911 564 393 1896 184 226 1087 396 520 892 264 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: 484 1911 564 393 1896 184 226 1087 396 520 892 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 484 1911 564 393 1896 184 226 1087 396 520 892 264 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 484 1911 564 393 1896 184 226 1087 396 520 892 264 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.53 0.47 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2854 845 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.34 0.32 0.12 0.33 0.11 0.07 0.29 0.23 0.17 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 21.0 48.4 70.9 18.0 45.4 56.9 11.5 39.1 39.1 22.5 50.1 50.1 Volume/Cap: 1.03 0.97 0.64 0.97 1.03 0.26 0.87 1.03 0.81 1.03 0.87 0.87 Uniform Del: 59.5 45.1 25.1 60.7 47.3 27.5 63.5 50.5 47.0 58.7 42.0 42.0 IncremntDel: 48.0 13.9 1.5 36.7 27.6 0.2 26.2 34.3 9.9 46.6 6.7 6.7 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: 0.88 0.65 0.32 0.90 0.68 0.54 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 100.5 43.1 9.5 91.5 59.8 15.2 89.7 84.7 56.9 105.3 48.7 48.7 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: 100.5 43.1 9.5 91.5 59.8 15.2 89.7 84.7 56.9 105.3 48.7 48.7 LOS by Move: F D A F E+ B F F E+ F D D HCM2kAvgQ: 18 32 10 10 28 3 5 24 15 15 20 20 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 460 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-103
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 #40: Sunnyvale Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 52 420*** 19
Lanes: 0 1 0 0 1

Signal=Permit

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

50 0

Cycle Time (sec): 76

0 10

0 Loss Time (sec): 9

0 73*** 1!

Critical V/C: 0.456

1! 33
0 Avg Crit Del (sec/veh): 16.4

0 82 0

Avg Delay (sec/veh): 16.8

0 21
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 40*** 320 22
Signal=Protect/Rights=Include

Street Name: Sunnyvale Ave McKinley Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 40 320 22 19 420 52 50 73 82 21 33 10 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: 40 320 22 19 420 52 50 73 82 21 33 10 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: 40 320 22 19 420 52 50 73 82 21 33 10 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: 40 320 22 19 420 52 50 73 82 21 33 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 320 22 19 420 52 50 73 82 21 33 10 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: 40 320 22 19 420 52 50 73 82 21 33 10 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.87 0.13 1.00 0.89 0.11 0.24 0.36 0.40 0.33 0.51 0.16 Final Sat.: 1750 3462 238 1750 1602 198 427 623 700 574 902 273 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.09 0.09 0.01 0.26 0.26 0.12 0.12 0.12 0.04 0.04 0.04 Crit Moves: **** **** **** Green Time: 7.0 28.5 28.5 20.0 41.5 41.5 18.5 18.5 18.5 18.5 18.5 18.5 Volume/Cap: 0.25 0.25 0.25 0.04 0.48 0.48 0.48 0.48 0.48 0.15 0.15 0.15 Uniform Del: 32.1 16.3 16.3 20.9 10.6 10.6 24.6 24.6 24.6 22.6 22.6 22.6 IncremntDel: 0.8 0.1 0.1 0.0 0.4 0.4 0.9 0.9 0.9 0.2 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: 32.9 16.4 16.4 20.9 11.0 11.0 25.5 25.5 25.5 22.7 22.7 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: 32.9 16.4 16.4 20.9 11.0 11.0 25.5 25.5 25.5 22.7 22.7 22.7 LOS by Move: C- B B C+ B+ B+ C C C C+ C+ C+ HCM2kAvgQ: 1 3 3 0 7 7 5 5 5 1 1 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 461 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-104
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 #40: Sunnyvale Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 108 585*** 19
Lanes: 0 1 0 0 1

Signal=Permit

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

194

0 Cycle Time (sec): 76

0 15

0 Loss Time (sec): 9

0 73*** 1!

Critical V/C: 0.806

1! 33
0 Avg Crit Del (sec/veh): 30.8

0 95 0

Avg Delay (sec/veh): 27.1

0 40
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 208*** 414 22
Signal=Protect/Rights=Include

Street Name: Sunnyvale Ave McKinley Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 208 414 22 19 585 108 194 73 95 40 33 15 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: 208 414 22 19 585 108 194 73 95 40 33 15 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: 208 414 22 19 585 108 194 73 95 40 33 15 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: 208 414 22 19 585 108 194 73 95 40 33 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 414 22 19 585 108 194 73 95 40 33 15 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: 208 414 22 19 585 108 194 73 95 40 33 15 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.90 0.10 1.00 0.84 0.16 0.54 0.20 0.26 0.45 0.38 0.17 Final Sat.: 1750 3513 187 1750 1519 281 938 353 459 795 656 298 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.12 0.01 0.39 0.39 0.21 0.21 0.21 0.05 0.05 0.05 Crit Moves: **** **** **** Green Time: 11.2 27.9 27.9 19.6 36.3 36.3 19.5 19.5 19.5 19.5 19.5 19.5 Volume/Cap: 0.81 0.32 0.32 0.04 0.81 0.81 0.81 0.81 0.81 0.20 0.20 0.20 Uniform Del: 31.3 17.2 17.2 21.2 16.9 16.9 26.5 26.5 26.5 22.1 22.1 22.1 IncremntDel: 16.8 0.1 0.1 0.0 5.6 5.6 10.3 10.3 10.3 0.2 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: 48.1 17.4 17.4 21.2 22.5 22.5 36.8 36.8 36.8 22.3 22.3 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.1 17.4 17.4 21.2 22.5 22.5 36.8 36.8 36.8 22.3 22.3 22.3 LOS by Move: D B B C+ C+ C+ D+ D+ D+ C+ C+ C+ HCM2kAvgQ: 8 4 4 0 17 17 11 11 11 2 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 462 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-105
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 #40: Sunnyvale Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 108 593*** 19
Lanes: 0 1 0 0 1

Signal=Permit

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

221

0 Cycle Time (sec): 76

0 15

0 Loss Time (sec): 9

0 73*** 1!

Critical V/C: 0.822

1! 33
0 Avg Crit Del (sec/veh): 32.1

0 87 0

Avg Delay (sec/veh): 28.1

0 40
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 206*** 411 22
Signal=Protect/Rights=Include

Street Name: Sunnyvale Ave McKinley Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 206 411 22 19 593 108 221 73 87 40 33 15 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: 206 411 22 19 593 108 221 73 87 40 33 15 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: 206 411 22 19 593 108 221 73 87 40 33 15 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: 206 411 22 19 593 108 221 73 87 40 33 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 411 22 19 593 108 221 73 87 40 33 15 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: 206 411 22 19 593 108 221 73 87 40 33 15 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.90 0.10 1.00 0.85 0.15 0.58 0.19 0.23 0.45 0.38 0.17 Final Sat.: 1750 3512 188 1750 1523 277 1015 335 400 795 656 298 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.12 0.01 0.39 0.39 0.22 0.22 0.22 0.05 0.05 0.05 Crit Moves: **** **** **** Green Time: 10.9 27.6 27.6 19.3 36.0 36.0 20.1 20.1 20.1 20.1 20.1 20.1 Volume/Cap: 0.82 0.32 0.32 0.04 0.82 0.82 0.82 0.82 0.82 0.19 0.19 0.19 Uniform Del: 31.6 17.5 17.5 21.4 17.2 17.2 26.3 26.3 26.3 21.6 21.6 21.6 IncremntDel: 19.2 0.1 0.1 0.0 6.5 6.5 11.3 11.3 11.3 0.2 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: 50.8 17.6 17.6 21.4 23.7 23.7 37.5 37.5 37.5 21.8 21.8 21.8 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: 50.8 17.6 17.6 21.4 23.7 23.7 37.5 37.5 37.5 21.8 21.8 21.8 LOS by Move: D B B C+ C C D+ D+ D+ C+ C+ C+ HCM2kAvgQ: 8 4 4 0 17 17 12 12 12 2 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 463 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-106
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 #41: Fair Oaks Ave & Duane Ave

Signal=Protect/Rights=Include
Final Vol: 94 1921*** 225
Lanes: 0 1 2 0 1

Signal=Protect

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

63 1

Cycle Time (sec): 130

1 143

0 Loss Time (sec): 12

0 99*** 0

Critical V/C: 0.619

1 110
1 Avg Crit Del (sec/veh): 26.5

0 26 0

Avg Delay (sec/veh): 30.2

1 228***
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 4*** 692 179
Signal=Protect/Rights=Include

Street Name: Fair Oaks Ave Duane Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 5:00 PM - 6:00 PM Base Vol: 4 692 179 225 1921 94 63 99 26 228 110 143 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: 4 692 179 225 1921 94 63 99 26 228 110 143 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: 4 692 179 225 1921 94 63 99 26 228 110 143 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: 4 692 179 225 1921 94 63 99 26 228 110 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 692 179 225 1921 94 63 99 26 228 110 143 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: 4 692 179 225 1921 94 63 99 26 228 110 143 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 1.58 0.42 1.00 2.85 0.15 1.00 0.79 0.21 1.00 1.00 1.00 Final Sat.: 1750 2939 760 1750 5338 261 1750 1426 374 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.24 0.24 0.13 0.36 0.36 0.04 0.07 0.07 0.13 0.06 0.08 Crit Moves: **** **** **** **** Green Time: 7.0 50.7 50.7 27.7 71.4 71.4 16.3 13.8 13.8 25.8 23.3 51.0 Volume/Cap: 0.04 0.60 0.60 0.60 0.66 0.66 0.29 0.66 0.66 0.66 0.32 0.21 Uniform Del: 58.3 31.6 31.6 46.2 20.6 20.6 51.6 55.8 55.8 48.0 46.5 26.1 IncremntDel: 0.2 0.7 0.7 2.8 0.5 0.5 0.7 8.0 8.0 4.5 0.6 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 32.4 32.4 49.0 21.2 21.2 52.3 63.8 63.8 52.5 47.0 26.3 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: 58.5 32.4 32.4 49.0 21.2 21.2 52.3 63.8 63.8 52.5 47.0 26.3 LOS by Move: E+ C- C- D C+ C+ D- E E D- D C HCM2kAvgQ: 0 14 14 9 19 19 3 6 6 10 4 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 464 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-107
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 #41: Fair Oaks Ave & Duane Ave

Signal=Protect/Rights=Include
Final Vol: 94 2208 391***
Lanes: 0 1 2 0 1

Signal=Protect

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

73 1

Cycle Time (sec): 130

1 182

0 Loss Time (sec): 12

0 99*** 0

Critical V/C: 0.870

1 110
1 Avg Crit Del (sec/veh): 54.0

0 66 0

Avg Delay (sec/veh): 38.1

1 228***
LOS: D+

Lanes: 1 0 1 1 0
Final Vol: 114 1094*** 179
Signal=Protect/Rights=Include

Street Name: Fair Oaks Ave Duane Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 5:00 PM - 6:00 PM Base Vol: 114 1094 179 391 2208 94 73 99 66 228 110 182 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 1094 179 391 2208 94 73 99 66 228 110 182 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 1094 179 391 2208 94 73 99 66 228 110 182 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 1094 179 391 2208 94 73 99 66 228 110 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 1094 179 391 2208 94 73 99 66 228 110 182 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 1094 179 391 2208 94 73 99 66 228 110 182 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 1.71 0.29 1.00 2.87 0.13 1.00 0.60 0.40 1.00 1.00 1.00 Final Sat.: 1750 3179 520 1750 5371 229 1750 1080 720 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.34 0.34 0.22 0.41 0.41 0.04 0.09 0.09 0.13 0.06 0.10 Crit Moves: **** **** **** **** Green Time: 11.6 51.4 51.4 33.4 73.2 73.2 13.7 13.7 13.7 19.5 19.5 52.9 Volume/Cap: 0.73 0.87 0.87 0.87 0.73 0.73 0.40 0.87 0.87 0.87 0.39 0.26 Uniform Del: 57.7 36.2 36.2 46.2 21.1 21.1 54.3 57.3 57.3 54.0 49.8 25.5 IncremntDel: 16.0 5.9 5.9 16.5 0.9 0.9 1.4 32.3 32.3 25.3 0.9 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: 73.7 42.1 42.1 62.7 21.9 21.9 55.7 89.6 89.6 79.4 50.7 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.7 42.1 42.1 62.7 21.9 21.9 55.7 89.6 89.6 79.4 50.7 25.7 LOS by Move: E D D E C+ C+ E+ F F E- D C HCM2kAvgQ: 5 25 25 17 23 23 3 10 10 12 4 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 465 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-108
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 #41: Fair Oaks Ave & Duane Ave

Signal=Protect/Rights=Include
Final Vol: 94 2273 397***
Lanes: 0 1 2 0 1

Signal=Protect

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

73 1

Cycle Time (sec): 130

1 191

0 Loss Time (sec): 12

0 99*** 0

Critical V/C: 0.875

1 110
1 Avg Crit Del (sec/veh): 54.6

0 67 0

Avg Delay (sec/veh): 38.4

1 228***
LOS: D+

Lanes: 1 0 1 1 0
Final Vol: 116 1096*** 179
Signal=Protect/Rights=Include

Street Name: Fair Oaks Ave Duane Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 5:00 PM - 6:00 PM Base Vol: 116 1096 179 397 2273 94 73 99 67 228 110 191 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: 116 1096 179 397 2273 94 73 99 67 228 110 191 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: 116 1096 179 397 2273 94 73 99 67 228 110 191 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: 116 1096 179 397 2273 94 73 99 67 228 110 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 1096 179 397 2273 94 73 99 67 228 110 191 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: 116 1096 179 397 2273 94 73 99 67 228 110 191 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 1.71 0.29 1.00 2.88 0.12 1.00 0.60 0.40 1.00 1.00 1.00 Final Sat.: 1750 3180 519 1750 5377 222 1750 1073 727 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.34 0.34 0.23 0.42 0.42 0.04 0.09 0.09 0.13 0.06 0.11 Crit Moves: **** **** **** **** Green Time: 11.5 51.2 51.2 33.7 73.4 73.4 13.6 13.7 13.7 19.4 19.5 53.2 Volume/Cap: 0.75 0.87 0.87 0.87 0.75 0.75 0.40 0.87 0.87 0.87 0.39 0.27 Uniform Del: 57.8 36.4 36.4 46.1 21.3 21.3 54.4 57.3 57.3 54.1 49.9 25.5 IncremntDel: 18.1 6.2 6.2 17.0 1.0 1.0 1.4 33.3 33.3 26.3 0.9 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: 75.9 42.6 42.6 63.1 22.3 22.3 55.8 90.6 90.6 80.4 50.8 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 75.9 42.6 42.6 63.1 22.3 22.3 55.8 90.6 90.6 80.4 50.8 25.7 LOS by Move: E- D D E C+ C+ E+ F F F D C HCM2kAvgQ: 5 26 26 17 24 24 3 10 10 13 4 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 466 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-109
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 #42: Fair Oaks Ave & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 104 1000*** 55
Lanes: 0 1 1 0 1

Signal=Protect

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

106

1 Cycle Time (sec): 139

0 50

0 Loss Time (sec): 12

1 131*** 0

Critical V/C: 0.754

0 182
1 Avg Crit Del (sec/veh): 48.8

0 167 0

Avg Delay (sec/veh): 44.5

2 440***
LOS: D

Lanes: 1 0 2 0 1
Final Vol: 150*** 466 151
Signal=Protect/Rights=Overlap

Street Name: Fair Oaks Ave Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 5:15 PM - 6:15 PM Base Vol: 150 466 151 55 1000 104 106 131 167 440 182 50 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: 150 466 151 55 1000 104 106 131 167 440 182 50 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: 150 466 151 55 1000 104 106 131 167 440 182 50 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: 150 466 151 55 1000 104 106 131 167 440 182 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 466 151 55 1000 104 106 131 167 440 182 50 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: 150 466 151 55 1000 104 106 131 167 440 182 50 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.00 1.00 1.00 1.81 0.19 1.00 0.44 0.56 2.00 0.78 0.22 Final Sat.: 1750 3800 1750 1750 3351 349 1750 791 1009 3150 1412 388 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.12 0.09 0.03 0.30 0.30 0.06 0.17 0.17 0.14 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 15.8 50.2 75.9 20.6 55.0 55.0 18.0 30.5 30.5 25.7 38.3 38.3 Volume/Cap: 0.75 0.34 0.16 0.21 0.75 0.75 0.47 0.75 0.75 0.75 0.47 0.47 Uniform Del: 59.7 32.4 15.7 52.1 36.2 36.2 56.1 50.7 50.7 53.6 41.9 41.9 IncremntDel: 15.1 0.1 0.1 0.4 2.3 2.3 1.5 8.0 8.0 5.6 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: 74.8 32.5 15.8 52.5 38.5 38.5 57.6 58.8 58.8 59.2 42.6 42.6 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: 74.8 32.5 15.8 52.5 38.5 38.5 57.6 58.8 58.8 59.2 42.6 42.6 LOS by Move: E C- B D- D+ D+ E+ E+ E+ E+ D D HCM2kAvgQ: 7 7 3 2 22 22 5 14 14 11 8 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 467 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-110
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 #42: Fair Oaks Ave & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 296 1112*** 194
Lanes: 0 1 1 0 1

Signal=Protect

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

273***

1 Cycle Time (sec): 139

0 229

0 Loss Time (sec): 12

1 131 0

Critical V/C: 1.169

0 364***
1 Avg Crit Del (sec/veh): 143.6

0 167 0

Avg Delay (sec/veh): 112.2

2 917
LOS: F

Lanes: 1 0 2 0 1
Final Vol: 354*** 566 442
Signal=Protect/Rights=Overlap

Street Name: Fair Oaks Ave Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 5:15 PM - 6:15 PM Base Vol: 354 566 442 194 1112 296 273 131 167 917 364 229 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: 354 566 442 194 1112 296 273 131 167 917 364 229 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: 354 566 442 194 1112 296 273 131 167 917 364 229 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: 354 566 442 194 1112 296 273 131 167 917 364 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 354 566 442 194 1112 296 273 131 167 917 364 229 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: 354 566 442 194 1112 296 273 131 167 917 364 229 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.00 1.00 1.00 1.57 0.43 1.00 0.44 0.56 2.00 0.61 0.39 Final Sat.: 1750 3800 1750 1750 2922 778 1750 791 1009 3150 1105 695 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.15 0.25 0.11 0.38 0.38 0.16 0.17 0.17 0.29 0.33 0.33 Crit Moves: **** **** **** **** Green Time: 24.0 39.7 76.5 29.6 45.2 45.2 18.5 20.9 20.9 36.8 39.2 39.2 Volume/Cap: 1.17 0.52 0.46 0.52 1.17 1.17 1.17 1.10 1.10 1.10 1.17 1.17 Uniform Del: 57.5 41.7 18.8 48.4 46.9 46.9 60.2 59.0 59.0 51.1 49.9 49.9 IncremntDel:105.8 0.5 0.3 1.3 85.4 85.4 112.3 84.1 84.1 62.2 95.7 95.7 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: 163.2 42.1 19.1 49.8 132 132.3 172.5 143 143.1 113.3 146 145.6 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: 163.2 42.1 19.1 49.8 132 132.3 172.5 143 143.1 113.3 146 145.6 LOS by Move: F D B- D F F F F F F F F HCM2kAvgQ: 24 10 12 8 46 46 21 20 20 31 38 38 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 468 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-111
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 #42: Fair Oaks Ave & Arques Ave

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

Signal=Protect

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

262

1 Cycle Time (sec): 139

0 220

0 Loss Time (sec): 12

1 131*** 0

Critical V/C: 1.149

0 307
1 Avg Crit Del (sec/veh): 133.6

0 169 0

Avg Delay (sec/veh): 109.7

2 924***
LOS: F

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

Street Name: Fair Oaks Ave Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 5:15 PM - 6:15 PM Base Vol: 356 562 438 194 1099 330 262 131 169 924 307 220 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 562 438 194 1099 330 262 131 169 924 307 220 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 356 562 438 194 1099 330 262 131 169 924 307 220 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 356 562 438 194 1099 330 262 131 169 924 307 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 356 562 438 194 1099 330 262 131 169 924 307 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 356 562 438 194 1099 330 262 131 169 924 307 220 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.00 1.00 1.00 1.53 0.47 1.00 0.44 0.56 2.00 0.58 0.42 Final Sat.: 1750 3800 1750 1750 2845 854 1750 786 1014 3150 1049 751 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.15 0.25 0.11 0.39 0.39 0.15 0.17 0.17 0.29 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 24.6 40.8 76.3 30.6 46.7 46.7 18.8 20.2 20.2 35.5 36.8 36.8 Volume/Cap: 1.15 0.50 0.46 0.50 1.15 1.15 1.11 1.15 1.15 1.15 1.11 1.11 Uniform Del: 57.2 40.7 18.9 47.6 46.1 46.1 60.1 59.4 59.4 51.8 51.1 51.1 IncremntDel: 97.7 0.4 0.3 1.1 76.8 76.8 89.5 102 102.0 81.3 73.0 73.0 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: 154.9 41.1 19.2 48.6 123 122.9 149.6 161 161.4 133.0 124 124.1 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: 154.9 41.1 19.2 48.6 123 122.9 149.6 161 161.4 133.0 124 124.1 LOS by Move: F D B- D F F F F F F F F HCM2kAvgQ: 24 10 12 8 46 46 19 22 22 33 31 31 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 469 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-112
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 #43: Wolfe Rd & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 35 1104*** 134
Lanes: 0 1 2 0 2

Signal=Protect

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

85***

1 Cycle Time (sec): 160

0 103

0 Loss Time (sec): 12

1 262 1

Critical V/C: 0.455

1 492***
1 Avg Crit Del (sec/veh): 37.5

0 37 0

Avg Delay (sec/veh): 40.8

2 147
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 25*** 425 127
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 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: 25 425 127 134 1104 35 85 262 37 147 492 103 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: 25 425 127 134 1104 35 85 262 37 147 492 103 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: 25 425 127 134 1104 35 85 262 37 147 492 103 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: 25 425 127 134 1104 35 85 262 37 147 492 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 425 127 134 1104 35 85 262 37 147 492 103 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: 25 425 127 134 1104 35 85 262 37 147 492 103 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.98 0.95 0.83 0.98 0.95 Lanes: 2.00 2.28 0.72 2.00 2.90 0.10 1.00 1.75 0.25 2.00 1.64 0.36 Final Sat.: 3150 4310 1288 3150 5428 172 1750 3242 458 3150 3059 640 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.10 0.10 0.04 0.20 0.20 0.05 0.08 0.08 0.05 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 7.0 53.0 53.0 23.5 69.5 69.5 16.6 45.3 45.3 26.2 54.9 54.9 Volume/Cap: 0.18 0.30 0.30 0.29 0.47 0.47 0.47 0.29 0.29 0.29 0.47 0.47 Uniform Del: 73.7 39.7 39.7 60.8 32.1 32.1 67.6 44.7 44.7 58.7 41.1 41.1 IncremntDel: 0.6 0.1 0.1 0.3 0.1 0.1 1.9 0.2 0.2 0.3 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 74.4 39.8 39.8 61.2 32.3 32.3 69.5 44.8 44.8 59.0 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: 74.4 39.8 39.8 61.2 32.3 32.3 69.5 44.8 44.8 59.0 41.4 41.4 LOS by Move: E D D E C- C- E D D E+ D D HCM2kAvgQ: 1 6 6 3 13 13 4 5 5 4 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 470 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-113
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 #43: Wolfe Rd & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 126 1554*** 409
Lanes: 0 1 2 0 2

Signal=Protect

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

152

1 Cycle Time (sec): 160

0 314

0 Loss Time (sec): 12

1 403*** 1

Critical V/C: 0.950

1 566
1 Avg Crit Del (sec/veh): 74.7

0 246 0

Avg Delay (sec/veh): 66.6

2 923***
LOS: E

Lanes: 2 0 2 1 0
Final Vol: 347*** 666 237
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 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: 347 666 237 409 1554 126 152 403 246 923 566 314 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: 347 666 237 409 1554 126 152 403 246 923 566 314 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: 347 666 237 409 1554 126 152 403 246 923 566 314 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: 347 666 237 409 1554 126 152 403 246 923 566 314 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 347 666 237 409 1554 126 152 403 246 923 566 314 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: 347 666 237 409 1554 126 152 403 246 923 566 314 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 2.18 0.82 2.00 2.77 0.23 1.00 1.22 0.78 2.00 1.27 0.73 Final Sat.: 3150 4128 1469 3150 5179 420 1750 2296 1402 3150 2379 1320 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.16 0.16 0.13 0.30 0.30 0.09 0.18 0.18 0.29 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 18.6 38.3 38.3 30.8 50.5 50.5 21.1 29.6 29.6 49.4 57.8 57.8 Volume/Cap: 0.95 0.67 0.67 0.67 0.95 0.95 0.66 0.95 0.95 0.95 0.66 0.66 Uniform Del: 70.3 55.2 55.2 59.9 53.5 53.5 66.0 64.5 64.5 54.1 42.8 42.8 IncremntDel: 34.2 1.4 1.4 3.0 11.7 11.7 6.8 22.8 22.8 18.0 1.2 1.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 104.4 56.6 56.6 62.9 65.2 65.2 72.8 87.3 87.3 72.1 44.0 44.0 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: 104.4 56.6 56.6 62.9 65.2 65.2 72.8 87.3 87.3 72.1 44.0 44.0 LOS by Move: F E+ E+ E E E E F F E D D HCM2kAvgQ: 12 14 14 11 29 29 7 15 15 29 18 18 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 471 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-114
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 #43: Wolfe Rd & Arques Ave

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

Signal=Protect

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

156

1 Cycle Time (sec): 160

0 299

0 Loss Time (sec): 12

1 404*** 1

Critical V/C: 0.989

1 505
1 Avg Crit Del (sec/veh): 83.7

0 242 0

Avg Delay (sec/veh): 72.6

2 997***
LOS: E

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

Street Name: Wolfe Rd Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 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: 374 702 252 414 1578 130 156 404 242 997 505 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 374 702 252 414 1578 130 156 404 242 997 505 299 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 374 702 252 414 1578 130 156 404 242 997 505 299 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 374 702 252 414 1578 130 156 404 242 997 505 299 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 374 702 252 414 1578 130 156 404 242 997 505 299 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 374 702 252 414 1578 130 156 404 242 997 505 299 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.83 0.99 0.95 0.92 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 2.18 0.82 2.00 2.76 0.24 1.00 1.23 0.77 2.00 1.24 0.76 Final Sat.: 3150 4119 1479 3150 5173 426 1750 2313 1385 3150 2323 1375 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.17 0.17 0.13 0.31 0.31 0.09 0.17 0.17 0.32 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 19.2 38.7 38.7 29.8 49.3 49.3 23.1 28.3 28.3 51.2 56.3 56.3 Volume/Cap: 0.99 0.70 0.70 0.70 0.99 0.99 0.62 0.99 0.99 0.99 0.62 0.62 Uniform Del: 70.3 55.4 55.4 60.9 55.1 55.1 64.3 65.7 65.7 54.1 42.9 42.9 IncremntDel: 43.2 1.7 1.7 3.9 19.0 19.0 4.6 32.4 32.4 25.6 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: 113.5 57.1 57.1 64.8 74.1 74.1 68.9 98.1 98.1 79.7 43.8 43.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 113.5 57.1 57.1 64.8 74.1 74.1 68.9 98.1 98.1 79.7 43.8 43.8 LOS by Move: F E+ E+ E E E E F F E- D D HCM2kAvgQ: 13 14 14 11 31 31 7 16 16 33 16 16 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 472 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-115
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 #44: Wolfe Rd & Kifer Rd

Signal=Protect/Rights=Include
Final Vol: 49 2367*** 140
Lanes: 0 1 2 0 1

Signal=Protect

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

63 1

Cycle Time (sec): 160

0 139

0 Loss Time (sec): 12

1 298*** 1

Critical V/C: 0.786

1 301
1 Avg Crit Del (sec/veh): 41.3

0 223 0

Avg Delay (sec/veh): 43.1

1 220***
LOS: D

Lanes: 1 0 2 1 0
Final Vol: 50*** 402 58
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 50 402 58 140 2367 49 63 298 223 220 301 139 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 402 58 140 2367 49 63 298 223 220 301 139 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 402 58 140 2367 49 63 298 223 220 301 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 402 58 140 2367 49 63 298 223 220 301 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 402 58 140 2367 49 63 298 223 220 301 139 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 402 58 140 2367 49 63 298 223 220 301 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 2.61 0.39 1.00 2.94 0.06 1.00 1.12 0.88 1.00 1.35 0.65 Final Sat.: 1750 4893 706 1750 5486 114 1750 2115 1583 1750 2530 1168 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.08 0.08 0.08 0.43 0.43 0.04 0.14 0.14 0.13 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 7.0 47.7 47.7 46.4 87.1 87.1 14.5 28.5 28.5 25.4 39.4 39.4 Volume/Cap: 0.65 0.28 0.28 0.28 0.79 0.79 0.40 0.79 0.79 0.79 0.48 0.48 Uniform Del: 75.3 42.9 42.9 43.8 29.2 29.2 68.6 62.9 62.9 64.8 51.6 51.6 IncremntDel: 18.4 0.1 0.1 0.3 1.5 1.5 1.6 6.5 6.5 14.3 0.4 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: 93.7 43.0 43.0 44.1 30.7 30.7 70.3 69.5 69.5 79.1 52.0 52.0 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: 93.7 43.0 43.0 44.1 30.7 30.7 70.3 69.5 69.5 79.1 52.0 52.0 LOS by Move: F D D D C C E E E E- D- D- HCM2kAvgQ: 3 6 6 5 32 32 3 13 13 12 9 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 473 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-116
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 #44: Wolfe Rd & Kifer Rd

Signal=Protect/Rights=Include
Final Vol: 49 2911*** 459
Lanes: 0 1 2 0 1

Signal=Protect

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

152

1 Cycle Time (sec): 160

0 228

0 Loss Time (sec): 12

1 650*** 1

Critical V/C: 1.272

1 396
1 Avg Crit Del (sec/veh): 183.1

0 403 0

Avg Delay (sec/veh): 145.0

1 471***
LOS: F

Lanes: 1 0 2 1 0
Final Vol: 164*** 837 225
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 164 837 225 459 2911 49 152 650 403 471 396 228 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: 164 837 225 459 2911 49 152 650 403 471 396 228 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: 164 837 225 459 2911 49 152 650 403 471 396 228 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: 164 837 225 459 2911 49 152 650 403 471 396 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 164 837 225 459 2911 49 152 650 403 471 396 228 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: 164 837 225 459 2911 49 152 650 403 471 396 228 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 2.34 0.66 1.00 2.95 0.05 1.00 1.21 0.79 1.00 1.25 0.75 Final Sat.: 1750 4412 1186 1750 5507 93 1750 2283 1415 1750 2347 1351 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.19 0.19 0.26 0.53 0.53 0.09 0.28 0.28 0.27 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 11.8 32.9 32.9 45.4 66.5 66.5 23.7 35.8 35.8 33.9 46.0 46.0 Volume/Cap: 1.27 0.92 0.92 0.92 1.27 1.27 0.59 1.27 1.27 1.27 0.59 0.59 Uniform Del: 74.1 62.3 62.3 55.6 46.7 46.7 63.6 62.1 62.1 63.1 48.8 48.8 IncremntDel:169.3 12.2 12.2 23.0 126 125.7 3.5 132 131.6 141.8 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: 243.4 74.6 74.6 78.6 172 172.5 67.1 194 193.7 204.9 49.7 49.7 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: 243.4 74.6 74.6 78.6 172 172.5 67.1 194 193.7 204.9 49.7 49.7 LOS by Move: F E E E- F F E F F F D D HCM2kAvgQ: 14 19 19 24 73 73 7 41 41 38 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 474 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-117
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 #44: Wolfe Rd & Kifer Rd

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

Signal=Protect

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

127

1 Cycle Time (sec): 160

0 245

0 Loss Time (sec): 12

1 649*** 1

Critical V/C: 1.285

1 403
1 Avg Crit Del (sec/veh): 189.2

0 445 0

Avg Delay (sec/veh): 149.7

1 476***
LOS: F

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

Street Name: Wolfe Rd Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 163 828 234 462 2907 49 127 649 445 476 403 245 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 828 234 462 2907 49 127 649 445 476 403 245 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 828 234 462 2907 49 127 649 445 476 403 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 828 234 462 2907 49 127 649 445 476 403 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 828 234 462 2907 49 127 649 445 476 403 245 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 828 234 462 2907 49 127 649 445 476 403 245 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 2.31 0.69 1.00 2.95 0.05 1.00 1.16 0.84 1.00 1.22 0.78 Final Sat.: 1750 4364 1233 1750 5507 93 1750 2194 1504 1750 2300 1398 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.19 0.19 0.26 0.53 0.53 0.07 0.30 0.30 0.27 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 11.6 32.3 32.3 45.0 65.7 65.7 20.7 36.8 36.8 33.9 50.0 50.0 Volume/Cap: 1.29 0.94 0.94 0.94 1.29 1.29 0.56 1.29 1.29 1.29 0.56 0.56 Uniform Del: 74.2 62.9 62.9 56.2 47.1 47.1 65.4 61.6 61.6 63.1 45.9 45.9 IncremntDel:175.2 14.5 14.5 26.1 132 131.8 3.2 137 137.3 147.4 0.6 0.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 249.4 77.3 77.3 82.2 179 178.9 68.6 199 198.8 210.5 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: 249.4 77.3 77.3 82.2 179 178.9 68.6 199 198.8 210.5 46.5 46.5 LOS by Move: F E- E- F F F E F F F D D HCM2kAvgQ: 14 19 19 25 74 74 6 43 43 39 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 475 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-118
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 #45: Wolfe Rd & Reed Ave

Signal=Protect/Rights=Include
Final Vol: 192 1734*** 191
Lanes: 0 1 2 0 2

Signal=Protect

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

76 1

Cycle Time (sec): 160

0 38

0 Loss Time (sec): 12

1 498*** 1

Critical V/C: 0.633

1 217
1 Avg Crit Del (sec/veh): 36.3

0 65 0

Avg Delay (sec/veh): 38.9

1 102***
LOS: D+

Lanes: 2 0 2 1 0
Final Vol: 99*** 370 117
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Reed Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 99 370 117 191 1734 192 76 498 65 102 217 38 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: 99 370 117 191 1734 192 76 498 65 102 217 38 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: 99 370 117 191 1734 192 76 498 65 102 217 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 370 117 191 1734 192 76 498 65 102 217 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 370 117 191 1734 192 76 498 65 102 217 38 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: 99 370 117 191 1734 192 76 498 65 102 217 38 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 2.00 2.25 0.75 2.00 2.69 0.31 1.00 1.76 0.24 1.00 1.69 0.31 Final Sat.: 3150 4253 1345 3150 5041 558 1750 3273 427 1750 3148 551 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.09 0.09 0.06 0.34 0.34 0.04 0.15 0.15 0.06 0.07 0.07 Crit Moves: **** **** **** **** Green Time: 7.9 55.9 55.9 38.9 86.9 86.9 20.6 38.4 38.4 14.7 32.5 32.5 Volume/Cap: 0.63 0.25 0.25 0.25 0.63 0.63 0.34 0.63 0.63 0.63 0.34 0.34 Uniform Del: 74.6 37.1 37.1 48.7 25.5 25.5 63.4 54.5 54.5 70.0 54.5 54.5 IncremntDel: 8.2 0.1 0.1 0.2 0.4 0.4 0.9 1.5 1.5 8.0 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 82.8 37.2 37.2 48.9 25.9 25.9 64.3 56.0 56.0 78.0 54.8 54.8 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: 82.8 37.2 37.2 48.9 25.9 25.9 64.3 56.0 56.0 78.0 54.8 54.8 LOS by Move: F D+ D+ D C C E E+ E+ E- D- D- HCM2kAvgQ: 3 5 5 4 21 21 4 12 12 5 5 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 476 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-119
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 #45: Wolfe Rd & Reed Ave

Signal=Protect/Rights=Include
Final Vol: 381 2425*** 600
Lanes: 0 1 2 0 2

Signal=Protect

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

282***

1 Cycle Time (sec): 160

0 302***

0 Loss Time (sec): 12

1 498 1

Critical V/C: 0.937

1 217
1 Avg Crit Del (sec/veh): 55.7

0 106 0

Avg Delay (sec/veh): 54.8

1 175
LOS: D-

Lanes: 2 0 2 1 0
Final Vol: 99*** 798 135
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Reed Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 99 798 135 600 2425 381 282 498 106 175 217 302 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: 99 798 135 600 2425 381 282 498 106 175 217 302 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: 99 798 135 600 2425 381 282 498 106 175 217 302 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 798 135 600 2425 381 282 498 106 175 217 302 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 798 135 600 2425 381 282 498 106 175 217 302 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: 99 798 135 600 2425 381 282 498 106 175 217 302 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 2.55 0.45 2.00 2.58 0.42 1.00 1.64 0.36 1.00 1.00 1.00 Final Sat.: 3150 4789 810 3150 4839 760 1750 3050 649 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.17 0.19 0.50 0.50 0.16 0.16 0.16 0.10 0.11 0.17 Crit Moves: **** **** **** **** Green Time: 7.0 42.8 42.8 48.9 84.6 84.6 27.2 35.0 35.0 21.4 29.1 29.1 Volume/Cap: 0.72 0.62 0.62 0.62 0.95 0.95 0.95 0.75 0.75 0.75 0.63 0.95 Uniform Del: 75.5 51.5 51.5 47.7 35.6 35.6 65.7 58.4 58.4 66.7 60.4 64.7 IncremntDel: 16.7 0.8 0.8 1.3 7.6 7.6 38.2 3.9 3.9 12.4 1.5 25.9 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: 92.2 52.4 52.4 49.0 43.2 43.2 103.9 62.3 62.3 79.1 61.9 90.6 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: 92.2 52.4 52.4 49.0 43.2 43.2 103.9 62.3 62.3 79.1 61.9 90.6 LOS by Move: F D- D- D D D F E E E- E F HCM2kAvgQ: 3 13 13 14 41 41 16 14 14 9 10 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 477 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-120
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 #45: Wolfe Rd & Reed Ave

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

Signal=Protect

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

280***

1 Cycle Time (sec): 160

0 311***

0 Loss Time (sec): 12

1 498 1

Critical V/C: 0.955

1 217
1 Avg Crit Del (sec/veh): 58.9

0 101 0

Avg Delay (sec/veh): 56.2

1 158
LOS: E+

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

Street Name: Wolfe Rd Reed Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 99 804 135 573 2485 396 280 498 101 158 217 311 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 804 135 573 2485 396 280 498 101 158 217 311 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 804 135 573 2485 396 280 498 101 158 217 311 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 804 135 573 2485 396 280 498 101 158 217 311 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 804 135 573 2485 396 280 498 101 158 217 311 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 804 135 573 2485 396 280 498 101 158 217 311 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.03 0.17 0.17 0.18 0.51 0.51 0.16 0.16 0.16 0.09 0.11 0.18 Crit Moves: **** **** **** **** Green Time: 7.0 44.2 44.2 47.9 85.1 85.1 26.5 35.9 35.9 20.0 29.4 29.4 Volume/Cap: 0.72 0.61 0.61 0.61 0.97 0.97 0.97 0.72 0.72 0.72 0.62 0.97 Uniform Del: 75.5 50.4 50.4 48.0 36.1 36.1 66.3 57.5 57.5 67.3 60.2 64.8 IncremntDel: 16.7 0.7 0.7 1.1 10.0 10.0 43.8 3.1 3.1 11.2 1.4 30.2 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: 92.2 51.1 51.1 49.1 46.1 46.1 110.1 60.6 60.6 78.5 61.6 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: 92.2 51.1 51.1 49.1 46.1 46.1 110.1 60.6 60.6 78.5 61.6 95.0 LOS by Move: F D- D- D D D F E E E- E F HCM2kAvgQ: 3 13 13 13 44 44 16 13 13 8 9 18 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 478 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-121
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 #46: Wolfe Rd & Fremont Ave

Signal=Permit/Rights=Include
Final Vol: 512 1363*** 56
Lanes: 0 1 1 1 0

Signal=Protect

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

358

2 Cycle Time (sec): 215

1 44

0 Loss Time (sec): 12

0 434 2

Critical V/C: 0.710

1 33
0 Avg Crit Del (sec/veh): 49.2

0 403*** 1

Avg Delay (sec/veh): 47.5

1 13***
LOS: D

Lanes: 1 0 2 1 0
Final Vol: 142*** 673 38
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 << 5:00 PM - 6:00 PM Base Vol: 142 673 38 56 1363 512 358 434 403 13 33 44 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: 142 673 38 56 1363 512 358 434 403 13 33 44 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: 142 673 38 56 1363 512 358 434 403 13 33 44 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: 142 673 38 56 1363 512 358 434 403 13 33 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 673 38 56 1363 512 358 434 403 13 33 44 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: 142 673 38 56 1363 512 358 434 403 13 33 44 ------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.83 0.17 0.09 2.10 0.81 2.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5300 299 159 3882 1458 3150 3800 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.13 0.13 0.35 0.35 0.35 0.11 0.11 0.23 0.01 0.02 0.03 Crit Moves: **** **** **** **** Green Time: 24.0 128 127.9 103.9 104 103.9 53.3 68.1 92.1 7.0 21.8 21.8 Volume/Cap: 0.73 0.21 0.21 0.73 0.73 0.73 0.46 0.36 0.54 0.23 0.17 0.25 Uniform Del: 92.3 20.2 20.2 44.3 44.3 44.3 68.6 56.6 45.6 101.4 88.3 89.0 IncremntDel: 12.8 0.0 0.0 1.0 1.0 1.0 0.4 0.2 0.8 2.0 0.4 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: 105.1 20.3 20.3 45.3 45.3 45.3 69.0 56.8 46.4 103.4 88.7 89.8 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: 105.1 20.3 20.3 45.3 45.3 45.3 69.0 56.8 46.4 103.4 88.7 89.8 LOS by Move: F C+ C+ D D D E E+ D F F F HCM2kAvgQ: 10 7 7 34 34 34 11 10 20 1 2 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 479 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #46: Wolfe Rd & Fremont Ave

Signal=Permit/Rights=Overlap
Final Vol: 994*** 1655 56
Lanes: 1 0 2 1 0

Signal=Protect

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

782

2 Cycle Time (sec): 215

1 44

0 Loss Time (sec): 12

0 434 2

Critical V/C: 0.951

1 33
0 Avg Crit Del (sec/veh): 55.9

0 556*** 1

Avg Delay (sec/veh): 59.5

1 13***
LOS: E+

Lanes: 1 0 2 1 0
Final Vol: 442*** 1063 63
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 << 5:00 PM - 6:00 PM Base Vol: 442 1063 63 56 1655 994 782 434 556 13 33 44 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: 442 1063 63 56 1655 994 782 434 556 13 33 44 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: 442 1063 63 56 1655 994 782 434 556 13 33 44 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: 442 1063 63 56 1655 994 782 434 556 13 33 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 442 1063 63 56 1655 994 782 434 556 13 33 44 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: 442 1063 63 56 1655 994 782 434 556 13 33 44 ------------|---------------||---------------||---------------||---------------| 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 2.83 0.17 0.10 2.90 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5286 313 183 5416 1750 3150 3800 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.25 0.20 0.20 0.31 0.31 0.57 0.25 0.11 0.32 0.01 0.02 0.03 Crit Moves: **** **** **** **** Green Time: 55.6 126 126.0 70.4 70.4 135.2 64.8 70.0 125.6 7.0 12.1 12.1 Volume/Cap: 0.98 0.34 0.34 0.93 0.93 0.90 0.82 0.35 0.54 0.23 0.31 0.45 Uniform Del: 79.0 23.0 23.0 70.0 70.0 34.3 69.8 55.2 27.3 101.4 97.4 98.2 IncremntDel: 36.0 0.1 0.1 9.3 9.3 10.4 5.9 0.2 0.6 2.0 1.6 3.2 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: 115.0 23.1 23.1 79.3 79.3 44.6 75.7 55.4 27.9 103.4 99.0 101.3 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: 115.0 23.1 23.1 79.3 79.3 44.6 75.7 55.4 27.9 103.4 99.0 101.3 LOS by Move: F C C E- E- D E- E+ C F F F HCM2kAvgQ: 31 11 2 35 35 56 27 10 22 1 2 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 480 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #46: Wolfe Rd & Fremont Ave

Signal=Permit/Rights=Overlap
Final Vol: 1017*** 1642 56
Lanes: 1 0 2 1 0

Signal=Protect

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

810

2 Cycle Time (sec): 215

1 44

0 Loss Time (sec): 12

0 434 2

Critical V/C: 0.975

1 33
0 Avg Crit Del (sec/veh): 58.9

0 578*** 1

Avg Delay (sec/veh): 60.7

1 13***
LOS: E

Lanes: 1 0 2 1 0
Final Vol: 453*** 1093 65
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 << 5:00 PM - 6:00 PM Base Vol: 453 1093 65 56 1642 1017 810 434 578 13 33 44 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: 453 1093 65 56 1642 1017 810 434 578 13 33 44 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: 453 1093 65 56 1642 1017 810 434 578 13 33 44 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: 453 1093 65 56 1642 1017 810 434 578 13 33 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 453 1093 65 56 1642 1017 810 434 578 13 33 44 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: 453 1093 65 56 1642 1017 810 434 578 13 33 44 ------------|---------------||---------------||---------------||---------------| 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 2.83 0.17 0.10 2.90 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5285 314 185 5415 1750 3150 3800 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.21 0.21 0.30 0.30 0.58 0.26 0.11 0.33 0.01 0.02 0.03 Crit Moves: **** **** **** **** Green Time: 55.6 125 125.1 69.5 69.5 135.5 66.0 70.9 126.5 7.0 11.9 11.9 Volume/Cap: 1.00 0.36 0.36 0.94 0.94 0.92 0.84 0.35 0.56 0.23 0.31 0.45 Uniform Del: 79.7 23.7 23.7 70.6 70.6 35.1 69.5 54.5 27.2 101.4 97.6 98.4 IncremntDel: 42.7 0.1 0.1 9.9 9.9 12.5 6.6 0.2 0.7 2.0 1.7 3.3 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: 122.5 23.8 23.8 80.5 80.5 47.6 76.1 54.7 27.9 103.4 99.3 101.7 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: 122.5 23.8 23.8 80.5 80.5 47.6 76.1 54.7 27.9 103.4 99.3 101.7 LOS by Move: F C C F F D E- D- C F F F HCM2kAvgQ: 33 12 2 34 34 59 28 10 23 1 2 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 481 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #47: Wolfe Rd & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 84 968*** 137
Lanes: 0 1 2 0 2

Signal=Protect

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

111

1 Cycle Time (sec): 110

0 71

0 Loss Time (sec): 12

1 803*** 2

Critical V/C: 0.694

1 561
0 Avg Crit Del (sec/veh): 39.4

0 330 1

Avg Delay (sec/veh): 35.1

2 455***
LOS: D+

Lanes: 2 0 2 0 1
Final Vol: 234*** 606 274
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 << 5:00 PM - 6:00 PM Base Vol: 234 606 274 137 968 84 111 803 330 455 561 71 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: 234 606 274 137 968 84 111 803 330 455 561 71 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: 234 606 274 137 968 84 111 803 330 455 561 71 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: 234 606 274 137 968 84 111 803 330 455 561 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 606 274 137 968 84 111 803 330 455 561 71 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: 234 606 274 137 968 84 111 803 330 455 561 71 ------------|---------------||---------------||---------------||---------------| 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 2.75 0.25 1.00 2.00 1.00 2.00 1.77 0.23 Final Sat.: 3150 3800 1750 3150 5152 447 1750 3800 1750 3150 3284 416 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.16 0.16 0.04 0.19 0.19 0.06 0.21 0.19 0.14 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 11.8 29.7 52.6 11.9 29.8 29.8 15.3 33.5 45.3 22.9 41.1 41.1 Volume/Cap: 0.69 0.59 0.33 0.40 0.69 0.69 0.46 0.69 0.46 0.69 0.46 0.46 Uniform Del: 47.4 34.9 17.7 45.8 36.0 36.0 43.5 33.7 23.5 40.3 26.0 26.0 IncremntDel: 6.1 0.9 0.2 0.8 1.4 1.4 1.4 1.8 0.5 3.2 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: 53.5 35.8 18.0 46.6 37.4 37.4 44.9 35.6 23.9 43.5 26.3 26.3 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: 53.5 35.8 18.0 46.6 37.4 37.4 44.9 35.6 23.9 43.5 26.3 26.3 LOS by Move: D- D+ B D D+ D+ D D+ C D C C HCM2kAvgQ: 5 9 6 2 10 10 4 12 8 9 8 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 482 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #47: Wolfe Rd & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 131 968 408***
Lanes: 0 1 2 0 2

Signal=Protect

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

134***

1 Cycle Time (sec): 110

0 245

0 Loss Time (sec): 12

1 803 2

Critical V/C: 0.921

1 1167***
0 Avg Crit Del (sec/veh): 51.6

0 346 1

Avg Delay (sec/veh): 43.4

2 455
LOS: D

Lanes: 2 0 2 0 1
Final Vol: 234 883*** 274
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 << 5:00 PM - 6:00 PM Base Vol: 234 883 274 408 968 131 134 803 346 455 1167 245 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 234 883 274 408 968 131 134 803 346 455 1167 245 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 234 883 274 408 968 131 134 803 346 455 1167 245 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 234 883 274 408 968 131 134 803 346 455 1167 245 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 883 274 408 968 131 134 803 346 455 1167 245 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 234 883 274 408 968 131 134 803 346 455 1167 245 ------------|---------------||---------------||---------------||---------------| 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 2.63 0.37 1.00 2.00 1.00 2.00 1.64 0.36 Final Sat.: 3150 3800 1750 3150 4932 667 1750 3800 1750 3150 3058 642 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.16 0.13 0.20 0.20 0.08 0.21 0.20 0.14 0.38 0.38 Crit Moves: **** **** **** **** Green Time: 11.9 27.8 50.0 15.5 31.4 31.4 9.1 32.5 44.4 22.2 45.6 45.6 Volume/Cap: 0.69 0.92 0.34 0.92 0.69 0.69 0.92 0.71 0.49 0.71 0.92 0.92 Uniform Del: 47.3 40.0 19.4 46.7 35.0 35.0 50.1 34.6 24.4 40.9 30.5 30.5 IncremntDel: 5.8 13.7 0.3 24.4 1.3 1.3 51.3 2.2 0.5 3.9 9.4 9.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 53.1 53.8 19.7 71.1 36.3 36.3 101.4 36.8 24.9 44.8 39.9 39.9 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: 53.1 53.8 19.7 71.1 36.3 36.3 101.4 36.8 24.9 44.8 39.9 39.9 LOS by Move: D- D- B- E D+ D+ F D+ C D D D HCM2kAvgQ: 5 16 6 8 10 10 5 11 9 9 25 25 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 483 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #47: Wolfe Rd & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 105 968 425***
Lanes: 0 1 2 0 2

Signal=Protect

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

150***

1 Cycle Time (sec): 110

0 246

0 Loss Time (sec): 12

1 803 2

Critical V/C: 0.949

1 1192***
0 Avg Crit Del (sec/veh): 56.7

0 351 1

Avg Delay (sec/veh): 45.9

2 455
LOS: D

Lanes: 2 0 2 0 1
Final Vol: 234 898*** 274
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 << 5:00 PM - 6:00 PM Base Vol: 234 898 274 425 968 105 150 803 351 455 1192 246 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: 234 898 274 425 968 105 150 803 351 455 1192 246 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: 234 898 274 425 968 105 150 803 351 455 1192 246 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: 234 898 274 425 968 105 150 803 351 455 1192 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 898 274 425 968 105 150 803 351 455 1192 246 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: 234 898 274 425 968 105 150 803 351 455 1192 246 ------------|---------------||---------------||---------------||---------------| 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 2.70 0.30 1.00 2.00 1.00 2.00 1.65 0.35 Final Sat.: 3150 3800 1750 3150 5051 548 1750 3800 1750 3150 3067 633 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.24 0.16 0.13 0.19 0.19 0.09 0.21 0.20 0.14 0.39 0.39 Crit Moves: **** **** **** **** Green Time: 12.0 27.4 49.7 15.6 31.0 31.0 9.9 32.7 44.7 22.3 45.0 45.0 Volume/Cap: 0.68 0.95 0.35 0.95 0.68 0.68 0.95 0.71 0.49 0.71 0.95 0.95 Uniform Del: 47.1 40.6 19.6 46.8 35.1 35.1 49.8 34.5 24.3 40.8 31.4 31.4 IncremntDel: 5.4 18.2 0.3 29.9 1.2 1.2 56.4 2.2 0.5 3.8 13.0 13.0 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: 52.6 58.8 19.9 76.7 36.3 36.3 106.2 36.6 24.8 44.6 44.4 44.4 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: 52.6 58.8 19.9 76.7 36.3 36.3 106.2 36.6 24.8 44.6 44.4 44.4 LOS by Move: D- E+ B- E- D+ D+ F D+ C D D D HCM2kAvgQ: 5 17 6 9 10 10 5 11 9 9 27 27 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 484 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #48: Tantau Ave & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 98 186*** 62
Lanes: 0 0 1! 0 0

Signal=Protect

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

34 1

Cycle Time (sec): 117

0 28

0 Loss Time (sec): 12

1 935*** 2

Critical V/C: 0.764

1 732
0 Avg Crit Del (sec/veh): 44.4

0 215 1

Avg Delay (sec/veh): 39.6

1 88***
LOS: D

Lanes: 0 1 0 0 1
Final Vol: 283*** 62 140
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 << 5:00 PM - 6:00 PM Base Vol: 283 62 140 62 186 98 34 935 215 88 732 28 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: 283 62 140 62 186 98 34 935 215 88 732 28 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: 283 62 140 62 186 98 34 935 215 88 732 28 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: 283 62 140 62 186 98 34 935 215 88 732 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 283 62 140 62 186 98 34 935 215 88 732 28 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: 283 62 140 62 186 98 34 935 215 88 732 28 ------------|---------------||---------------||---------------||---------------| 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: 0.82 0.18 1.00 0.18 0.54 0.28 1.00 2.00 1.00 1.00 1.92 0.08 Final Sat.: 1477 323 1750 314 941 496 1750 3800 1750 1750 3564 136 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.19 0.08 0.20 0.20 0.20 0.02 0.25 0.12 0.05 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 29.3 29.3 37.0 30.3 30.3 30.3 10.2 37.7 67.0 7.7 35.1 35.1 Volume/Cap: 0.76 0.76 0.25 0.76 0.76 0.76 0.22 0.76 0.21 0.76 0.68 0.68 Uniform Del: 40.6 40.6 29.7 40.1 40.1 40.1 49.7 35.7 12.2 53.8 36.0 36.0 IncremntDel: 7.6 7.6 0.2 7.6 7.6 7.6 0.7 2.9 0.1 25.7 1.8 1.8 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: 48.2 48.2 29.9 47.6 47.6 47.6 50.4 38.6 12.3 79.4 37.8 37.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.2 48.2 29.9 47.6 47.6 47.6 50.4 38.6 12.3 79.4 37.8 37.8 LOS by Move: D D C D D D D D+ B E- D+ D+ HCM2kAvgQ: 14 14 4 14 14 14 1 16 4 5 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 485 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #48: Tantau Ave & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 120 229*** 87
Lanes: 0 0 1! 0 0

Signal=Protect

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

34 1

Cycle Time (sec): 117

0 88

0 Loss Time (sec): 12

1 1180*** 2

Critical V/C: 1.013

1 945
0 Avg Crit Del (sec/veh): 82.2

0 231 1

Avg Delay (sec/veh): 67.4

1 88***
LOS: E

Lanes: 0 1 0 0 1
Final Vol: 370*** 169 143
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 << 5:00 PM - 6:00 PM Base Vol: 370 169 143 87 229 120 34 1180 231 88 945 88 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: 370 169 143 87 229 120 34 1180 231 88 945 88 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: 370 169 143 87 229 120 34 1180 231 88 945 88 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: 370 169 143 87 229 120 34 1180 231 88 945 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 370 169 143 87 229 120 34 1180 231 88 945 88 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: 370 169 143 87 229 120 34 1180 231 88 945 88 ------------|---------------||---------------||---------------||---------------| 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: 0.69 0.31 1.00 0.20 0.52 0.28 1.00 2.00 1.00 1.00 1.82 0.18 Final Sat.: 1236 564 1750 349 919 482 1750 3800 1750 1750 3385 315 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.30 0.30 0.08 0.25 0.25 0.25 0.02 0.31 0.13 0.05 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 34.2 34.2 41.2 28.4 28.4 28.4 7.5 35.4 69.6 7.0 34.9 34.9 Volume/Cap: 1.03 1.03 0.23 1.03 1.03 1.03 0.30 1.03 0.22 0.84 0.94 0.94 Uniform Del: 41.4 41.4 26.8 44.3 44.3 44.3 52.3 40.8 11.1 54.4 39.9 39.9 IncremntDel: 46.0 46.0 0.2 50.4 50.4 50.4 1.5 33.3 0.1 42.4 14.2 14.2 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: 87.4 87.4 27.0 94.7 94.7 94.7 53.8 74.1 11.2 96.9 54.1 54.1 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: 87.4 87.4 27.0 94.7 94.7 94.7 53.8 74.1 11.2 96.9 54.1 54.1 LOS by Move: F F C F F F D- E B+ F D- D- HCM2kAvgQ: 28 28 4 24 24 24 2 29 4 6 23 23 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 486 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #48: Tantau Ave & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 111*** 225 98
Lanes: 0 0 1! 0 0

Signal=Protect

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

34 1

Cycle Time (sec): 117

0 91

0 Loss Time (sec): 12

1 1157*** 2

Critical V/C: 1.020

1 955
0 Avg Crit Del (sec/veh): 84.3

0 234 1

Avg Delay (sec/veh): 70.3

1 88***
LOS: E

Lanes: 0 1 0 0 1
Final Vol: 377*** 185 144
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 << 5:00 PM - 6:00 PM Base Vol: 377 185 144 98 225 111 34 1157 234 88 955 91 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: 377 185 144 98 225 111 34 1157 234 88 955 91 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: 377 185 144 98 225 111 34 1157 234 88 955 91 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: 377 185 144 98 225 111 34 1157 234 88 955 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 377 185 144 98 225 111 34 1157 234 88 955 91 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: 377 185 144 98 225 111 34 1157 234 88 955 91 ------------|---------------||---------------||---------------||---------------| 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: 0.67 0.33 1.00 0.23 0.52 0.25 1.00 2.00 1.00 1.00 1.82 0.18 Final Sat.: 1207 593 1750 395 907 448 1750 3800 1750 1750 3378 322 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.31 0.31 0.08 0.25 0.25 0.25 0.02 0.30 0.13 0.05 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 35.4 35.4 42.4 28.1 28.1 28.1 7.2 34.5 69.9 7.0 34.3 34.3 Volume/Cap: 1.03 1.03 0.23 1.03 1.03 1.03 0.31 1.03 0.22 0.84 0.97 0.97 Uniform Del: 40.8 40.8 25.9 44.4 44.4 44.4 52.5 41.2 10.9 54.4 40.8 40.8 IncremntDel: 47.1 47.1 0.2 52.5 52.5 52.5 1.7 35.5 0.1 42.4 19.5 19.5 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: 87.9 87.9 26.1 96.9 96.9 96.9 54.2 76.8 11.1 96.9 60.3 60.3 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: 87.9 87.9 26.1 96.9 96.9 96.9 54.2 76.8 11.1 96.9 60.3 60.3 LOS by Move: F F C F F F D- E- B+ F E E HCM2kAvgQ: 29 29 4 24 24 24 2 29 4 6 24 24 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 487 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #49: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 614 2503*** 461
Lanes: 1 0 4 0 2

Signal=Protect

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

509

2 Cycle Time (sec): 190

1 301

0 Loss Time (sec): 12

0 229*** 2

Critical V/C: 0.501

2 132
0 Avg Crit Del (sec/veh): 50.2

0 167 1

Avg Delay (sec/veh): 52.3

2 43***
LOS: D-

Lanes: 2 0 4 0 1
Final Vol: 208*** 1394 52
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: 20 71 71 31 82 82 34 53 53 10 29 29 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 <<
Base Vol: 208 1394 52 461 2503 614 509 229 167 43 132 301 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: 208 1394 52 461 2503 614 509 229 167 43 132 301 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: 208 1394 52 461 2503 614 509 229 167 43 132 301 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: 208 1394 52 461 2503 614 509 229 167 43 132 301 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1394 52 461 2503 614 509 229 167 43 132 301 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: 208 1394 52 461 2503 614 509 229 167 43 132 301 ------------|---------------||---------------||---------------||---------------| 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: 0.07 0.18 0.03 0.15 0.33 0.35 0.16 0.06 0.10 0.01 0.03 0.17 Crit Moves: **** **** **** **** Green Time: 20.1 71.0 81.0 31.6 82.4 116.8 34.4 53.5 73.6 10.0 29.0 60.6 Volume/Cap: 0.62 0.49 0.07 0.88 0.76 0.57 0.89 0.21 0.25 0.26 0.23 0.54 Uniform Del: 81.3 45.6 32.2 77.4 45.4 21.7 76.0 52.2 39.4 86.4 70.7 53.2 IncremntDel: 3.7 0.1 0.0 15.8 1.1 0.7 16.2 0.1 0.2 0.8 0.2 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 0.92 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 85.0 42.2 27.9 93.1 46.5 22.5 92.2 52.3 39.6 87.3 70.9 54.3 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: 85.0 42.2 27.9 93.1 46.5 22.5 92.2 52.3 39.6 87.3 70.9 54.3 LOS by Move: F D C F D C+ F D- D F E D- HCM2kAvgQ: 7 13 1 18 31 22 20 5 7 2 3 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 488 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #49: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 617 4525*** 609
Lanes: 1 0 4 0 2

Signal=Protect

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

581

2 Cycle Time (sec): 190

1 505

0 Loss Time (sec): 12

0 271*** 2

Critical V/C: 0.946

2 132
0 Avg Crit Del (sec/veh): 227.9

0 324 1

Avg Delay (sec/veh): 151.7

2 310***
LOS: F

Lanes: 2 0 4 0 1
Final Vol: 382*** 2763 99
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: 20 71 71 31 82 82 34 53 53 10 29 29 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 <<
Base Vol: 382 2763 99 609 4525 617 581 271 324 310 132 505 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: 382 2763 99 609 4525 617 581 271 324 310 132 505 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: 382 2763 99 609 4525 617 581 271 324 310 132 505 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: 382 2763 99 609 4525 617 581 271 324 310 132 505 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 2763 99 609 4525 617 581 271 324 310 132 505 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: 382 2763 99 609 4525 617 581 271 324 310 132 505 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.12 0.36 0.06 0.19 0.60 0.35 0.18 0.07 0.19 0.10 0.03 0.29 Crit Moves: **** **** **** **** Green Time: 20.1 71.0 81.0 31.6 82.4 116.8 34.4 53.5 73.6 10.0 29.0 60.6 Volume/Cap: 1.15 0.97 0.13 1.16 1.37 0.57 1.02 0.25 0.48 1.87 0.23 0.90 Uniform Del: 84.9 58.5 33.1 79.2 53.8 21.8 77.8 52.8 43.8 90.0 70.7 61.9 IncremntDel: 95.1 11.3 0.1 92.6 170 0.8 42.4 0.1 0.5 414.0 0.2 18.2 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 0.92 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 180.0 65.2 28.8 171.8 224 22.5 120.2 52.9 44.3 504.0 70.9 80.2 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: 180.0 65.2 28.8 171.8 224 22.5 120.2 52.9 44.3 504.0 70.9 80.2 LOS by Move: F E C F F C+ F D- D F E F HCM2kAvgQ: 18 43 3 30 101 22 26 6 15 23 3 33 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 489 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #49: Lawrence Expwy & Oakmead Pkwy

Signal=Protect/Rights=Overlap
Final Vol: 615 4500*** 618
Lanes: 1 0 4 0 2

Signal=Protect

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

588

2 Cycle Time (sec): 190

1 503

0 Loss Time (sec): 12

0 280*** 2

Critical V/C: 0.941

2 132
0 Avg Crit Del (sec/veh): 224.0

0 324 1

Avg Delay (sec/veh): 150.2

2 309***
LOS: F

Lanes: 2 0 4 0 1
Final Vol: 371*** 2772 100
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: 20 71 71 31 82 82 34 53 53 10 29 29 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 <<
Base Vol: 371 2772 100 618 4500 615 588 280 324 309 132 503 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 371 2772 100 618 4500 615 588 280 324 309 132 503 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 371 2772 100 618 4500 615 588 280 324 309 132 503 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 371 2772 100 618 4500 615 588 280 324 309 132 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 2772 100 618 4500 615 588 280 324 309 132 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 371 2772 100 618 4500 615 588 280 324 309 132 503 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.12 0.36 0.06 0.20 0.59 0.35 0.19 0.07 0.19 0.10 0.03 0.29 Crit Moves: **** **** **** **** Green Time: 20.1 71.0 81.0 31.6 82.4 116.8 34.4 53.5 73.6 10.0 29.0 60.6 Volume/Cap: 1.11 0.98 0.13 1.18 1.37 0.57 1.03 0.26 0.48 1.86 0.23 0.90 Uniform Del: 84.9 58.7 33.2 79.2 53.8 21.7 77.8 52.9 43.8 90.0 70.7 61.8 IncremntDel: 83.4 11.8 0.1 99.3 166 0.7 45.8 0.1 0.5 411.4 0.2 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 0.92 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 168.3 65.9 28.8 178.5 220 22.5 123.6 53.1 44.3 501.4 70.9 79.6 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: 168.3 65.9 28.8 178.5 220 22.5 123.6 53.1 44.3 501.4 70.9 79.6 LOS by Move: F E C F F C+ F D- D F E E- HCM2kAvgQ: 17 43 3 31 100 22 26 6 15 22 3 33 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 490 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #51: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 94 2763 331***
Lanes: 1 0 3 0 2

Signal=Protect

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

178

2 Cycle Time (sec): 190

0 277

0 Loss Time (sec): 12

1 503 2

Critical V/C: 0.773

1 179
0 Avg Crit Del (sec/veh): 163.9

0 652*** 1

Avg Delay (sec/veh): 101.6

2 301***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 68 983*** 348
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: 9 85 85 27 103 103 16 33 33 22 39 39 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 << 4:15 PM - 5:15 PM Base Vol: 68 1229 348 331 3497 94 178 503 652 301 179 277 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 68 1229 348 331 3497 94 178 503 652 301 179 277 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 68 1229 348 331 3497 94 178 503 652 301 179 277 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 983 348 331 2763 94 178 503 652 301 179 277 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 983 348 331 2763 94 178 503 652 301 179 277 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 68 983 348 331 2763 94 178 503 652 301 179 277 ------------|---------------||---------------||---------------||---------------| 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 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.20 0.11 0.48 0.05 0.06 0.13 0.37 0.10 0.09 0.16 Crit Moves: **** **** **** **** Green Time: 8.9 84.9 106.6 26.9 103 118.9 15.8 33.0 41.9 21.7 38.9 65.8 Volume/Cap: 0.46 0.39 0.35 0.74 0.89 0.09 0.68 0.76 1.69 0.84 0.46 0.46 Uniform Del: 88.2 35.1 22.9 78.2 38.6 14.1 84.6 74.8 74.1 82.4 66.3 48.2 IncremntDel: 2.3 0.1 0.2 6.6 3.7 0.0 7.0 5.2 321.4 15.6 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.03 1.54 1.85 1.11 1.79 2.11 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 93.4 54.1 42.5 93.4 72.8 29.8 91.7 80.0 395.4 98.0 66.7 48.6 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: 93.4 54.1 42.5 93.4 72.8 29.8 91.7 80.0 395.4 98.0 66.7 48.6 LOS by Move: F D- D F E C F E- F F E D HCM2kAvgQ: 2 16 18 13 53 4 6 14 75 11 9 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 491 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #51: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 473 0 601***
Lanes: 1 0 3 0 2

Signal=Protect

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

291

2 Cycle Time (sec): 190

0 277

0 Loss Time (sec): 12

1 503 2

Critical V/C: 0.978

1 389
0 Avg Crit Del (sec/veh): 489.3

0 728*** 1

Avg Delay (sec/veh): 342.2

2 301***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 363 0 744***
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: 9 85 85 27 103 103 16 33 33 22 39 39 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 << 4:15 PM - 5:15 PM Base Vol: 363 0 744 601 0 473 291 503 728 301 389 277 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: 363 0 744 601 0 473 291 503 728 301 389 277 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: 363 0 744 601 0 473 291 503 728 301 389 277 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 363 0 744 601 0 473 291 503 728 301 389 277 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 363 0 744 601 0 473 291 503 728 301 389 277 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: 363 0 744 601 0 473 291 503 728 301 389 277 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.15 0.85 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2160 1538 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.00 0.43 0.19 0.00 0.27 0.09 0.13 0.42 0.10 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 8.9 84.9 30.6 26.9 103 118.7 15.8 33.0 41.9 21.7 38.9 65.8 Volume/Cap: 2.46 0.00 2.64 1.35 0.00 0.43 1.11 0.76 1.89 0.84 0.88 0.52 Uniform Del: 90.6 0.0 79.7 81.5 0.0 18.3 87.1 74.8 74.1 82.4 73.3 49.5 IncremntDel:678.0 0.0 748.4 170.7 0.0 0.3 88.5 5.2 408.7 15.6 11.6 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: 1.03 0.00 1.13 1.11 0.00 2.11 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 771.5 0.0 838.3 261.2 0.0 38.9 175.5 80.0 482.7 98.0 84.9 49.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 771.5 0.0 838.3 261.2 0.0 38.9 175.5 80.0 482.7 98.0 84.9 49.9 LOS by Move: F A F F A D+ F E- F F F D HCM2kAvgQ: 28 0 106 34 0 24 13 14 89 10 19 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 492 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #51: Lawrence Expwy & Kifer Rd

Signal=Protect/Rights=Overlap
Final Vol: 464 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:

281

2 Cycle Time (sec): 190

0 277

0 Loss Time (sec): 12

1 503 2

Critical V/C: 0.964

1 401
0 Avg Crit Del (sec/veh): 488.6

0 716*** 1

Avg Delay (sec/veh): 345.8

2 301***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 378 0 754***
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: 9 85 85 27 103 103 16 33 33 22 39 39 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 << 4:15 PM - 5:15 PM Base Vol: 378 0 754 578 0 464 281 503 716 301 401 277 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: 378 0 754 578 0 464 281 503 716 301 401 277 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: 378 0 754 578 0 464 281 503 716 301 401 277 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 378 0 754 578 0 464 281 503 716 301 401 277 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 378 0 754 578 0 464 281 503 716 301 401 277 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: 378 0 754 578 0 464 281 503 716 301 401 277 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.16 0.84 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2187 1511 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.00 0.43 0.18 0.00 0.27 0.09 0.13 0.41 0.10 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 8.9 84.9 30.6 26.9 103 118.7 15.8 33.0 41.9 21.7 38.9 65.8 Volume/Cap: 2.56 0.00 2.68 1.30 0.00 0.42 1.07 0.76 1.86 0.84 0.90 0.53 Uniform Del: 90.6 0.0 79.7 81.5 0.0 18.2 87.1 74.8 74.1 82.4 73.6 49.7 IncremntDel:723.3 0.0 764.3 148.9 0.0 0.3 76.1 5.2 394.8 15.6 13.3 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.03 0.00 1.13 1.11 0.00 2.11 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 816.8 0.0 854.2 239.4 0.0 38.7 163.2 80.0 468.9 98.0 86.8 50.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 816.8 0.0 854.2 239.4 0.0 38.7 163.2 80.0 468.9 98.0 86.8 50.1 LOS by Move: F A F F A D+ F E- F F F D HCM2kAvgQ: 30 0 108 32 0 24 12 14 87 10 19 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 493 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #53: Lawrence Expwy & Cabrillo Ave

Signal=Protect/Rights=Overlap
Final Vol: 152 3195 116***
Lanes: 1 0 3 0 1

Signal=Protect

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

75 2

Cycle Time (sec): 190

0 45

0 Loss Time (sec): 12

1 66*** 0

Critical V/C: 0.432

0 73
1 Avg Crit Del (sec/veh): 29.8

0 73 0

Avg Delay (sec/veh): 48.6

1 69***
LOS: D

Lanes: 1 0 3 0 1
Final Vol: 78 1269*** 183
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: 14 107 107 18 111 111 12 30 30 13 31 31 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 << 5:00 PM - 6:00 PM Base Vol: 78 1586 183 116 4044 152 75 66 73 69 73 45 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 1586 183 116 4044 152 75 66 73 69 73 45 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 1586 183 116 4044 152 75 66 73 69 73 45 User Adj: 1.00 0.80 1.00 1.00 0.79 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 1269 183 116 3195 152 75 66 73 69 73 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 1269 183 116 3195 152 75 66 73 69 73 45 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 1269 183 116 3195 152 75 66 73 69 73 45 ------------|---------------||---------------||---------------||---------------| 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 0.96 0.96 0.92 0.97 0.97 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.48 0.52 1.00 0.62 0.38 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 863 955 1750 1138 702 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.22 0.10 0.07 0.56 0.09 0.02 0.08 0.08 0.04 0.06 0.06 Crit Moves: **** **** **** **** Green Time: 13.8 107 120.4 17.9 111 122.7 11.8 29.6 43.4 13.5 30.8 48.7 Volume/Cap: 0.61 0.40 0.17 0.70 0.96 0.13 0.38 0.49 0.33 0.55 0.40 0.25 Uniform Del: 85.5 23.4 14.2 83.5 37.5 13.1 85.6 73.3 61.2 85.3 71.3 56.1 IncremntDel: 8.6 0.1 0.1 12.9 8.3 0.1 1.3 1.3 0.5 5.4 0.9 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 0.66 0.49 1.00 1.36 1.50 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 94.2 15.4 7.0 96.4 59.5 19.6 86.9 74.6 61.7 90.7 72.1 56.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 94.2 15.4 7.0 96.4 59.5 19.6 86.9 74.6 61.7 90.7 72.1 56.4 LOS by Move: F B A F E+ B- F E E F E E+ HCM2kAvgQ: 5 8 2 7 62 5 3 8 7 5 7 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 494 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #53: Lawrence Expwy & Cabrillo Ave

Signal=Protect/Rights=Overlap
Final Vol: 152 4140*** 255
Lanes: 1 0 3 0 1

Signal=Protect

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

86 2

Cycle Time (sec): 190

0 62

0 Loss Time (sec): 12

1 90*** 0

Critical V/C: 1.169

0 127
1 Avg Crit Del (sec/veh): 181.1

0 247 0

Avg Delay (sec/veh): 125.5

1 98***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 223*** 2381 183
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: 14 107 107 18 111 111 12 30 30 13 31 31 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 << 5:00 PM - 6:00 PM Base Vol: 223 2976 183 255 5241 152 86 90 247 98 127 62 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: 223 2976 183 255 5241 152 86 90 247 98 127 62 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: 223 2976 183 255 5241 152 86 90 247 98 127 62 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 223 2381 183 255 4140 152 86 90 247 98 127 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 223 2381 183 255 4140 152 86 90 247 98 127 62 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: 223 2381 183 255 4140 152 86 90 247 98 127 62 ------------|---------------||---------------||---------------||---------------| 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 0.96 0.96 0.92 0.97 0.97 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.27 0.73 1.00 0.67 0.33 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 486 1333 1750 1236 604 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.42 0.10 0.15 0.73 0.09 0.03 0.19 0.19 0.06 0.10 0.10 Crit Moves: **** **** **** **** Green Time: 13.8 107 120.4 17.9 111 122.7 11.8 29.6 43.4 13.5 30.8 48.7 Volume/Cap: 1.76 0.74 0.17 1.55 1.24 0.13 0.44 1.19 0.81 0.79 0.63 0.40 Uniform Del: 88.1 31.2 14.2 86.1 39.5 13.1 85.9 80.2 69.4 86.8 74.3 58.6 IncremntDel:370.1 1.0 0.1 273.8 113 0.1 1.6 115 11.5 27.6 4.4 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 0.66 0.49 1.00 1.36 1.50 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 458.2 21.5 7.0 359.9 167 19.6 87.5 195 80.9 114.4 78.7 59.1 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: 458.2 21.5 7.0 359.9 167 19.6 87.5 195 80.9 114.4 78.7 59.1 LOS by Move: F C+ A F F B- F F F F E- E+ HCM2kAvgQ: 26 25 2 28 112 5 3 30 21 8 11 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 495 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #53: Lawrence Expwy & Cabrillo Ave

Signal=Protect/Rights=Overlap
Final Vol: 152 4171*** 240
Lanes: 1 0 3 0 1

Signal=Protect

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

105

2 Cycle Time (sec): 190

0 62

0 Loss Time (sec): 12

1 100*** 0

Critical V/C: 1.148

0 152
1 Avg Crit Del (sec/veh): 178.2

0 218 0

Avg Delay (sec/veh): 122.7

1 96***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 199*** 2403 183
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: 14 107 107 18 111 111 12 30 30 13 31 31 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 << 5:00 PM - 6:00 PM Base Vol: 199 3004 183 240 5280 152 105 100 218 96 152 62 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 3004 183 240 5280 152 105 100 218 96 152 62 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 3004 183 240 5280 152 105 100 218 96 152 62 User Adj: 1.00 0.80 1.00 1.00 0.79 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 2403 183 240 4171 152 105 100 218 96 152 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 2403 183 240 4171 152 105 100 218 96 152 62 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 2403 183 240 4171 152 105 100 218 96 152 62 ------------|---------------||---------------||---------------||---------------| 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 0.96 0.96 0.92 0.97 0.97 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.31 0.69 1.00 0.71 0.29 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 572 1246 1750 1307 533 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.42 0.10 0.14 0.73 0.09 0.03 0.17 0.17 0.05 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 13.8 107 120.4 17.9 111 122.7 11.8 29.6 43.4 13.5 30.8 48.7 Volume/Cap: 1.57 0.75 0.17 1.46 1.25 0.13 0.54 1.12 0.77 0.77 0.72 0.45 Uniform Del: 88.1 31.4 14.2 86.1 39.5 13.1 86.4 80.2 68.5 86.7 75.5 59.5 IncremntDel:289.4 1.0 0.1 235.5 117 0.1 2.9 90.6 8.3 25.1 8.1 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 0.66 0.49 1.00 1.36 1.50 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 377.5 21.7 7.0 321.6 171 19.6 89.4 171 76.9 111.9 83.6 60.2 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: 377.5 21.7 7.0 321.6 171 19.6 89.4 171 76.9 111.9 83.6 60.2 LOS by Move: F C+ A F F B- F F E- F F E HCM2kAvgQ: 21 25 2 25 114 5 4 27 19 8 13 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 496 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #54: Lawrence Expwy & Benton St

Signal=Protect/Rights=Overlap
Final Vol: 89 2067 378***
Lanes: 1 0 3 0 1

Signal=Protect

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

75***

1 Cycle Time (sec): 190

0 161

0 Loss Time (sec): 12

1 234 1

Critical V/C: 0.583

1 128***
1 Avg Crit Del (sec/veh): 57.3

0 61 0

Avg Delay (sec/veh): 40.5

1 110
LOS: D

Lanes: 1 0 3 0 1
Final Vol: 92 1256*** 290
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: 20 83 83 41 104 104 14 28 28 16 30 30 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 << 4:30 PM - 5:30 PM Base Vol: 92 1570 290 378 2617 89 75 234 61 110 128 161 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: 92 1570 290 378 2617 89 75 234 61 110 128 161 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: 92 1570 290 378 2617 89 75 234 61 110 128 161 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 92 1256 290 378 2067 89 75 234 61 110 128 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 1256 290 378 2067 89 75 234 61 110 128 161 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: 92 1256 290 378 2067 89 75 234 61 110 128 161 ------------|---------------||---------------||---------------||---------------| 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 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.58 0.42 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 1750 5700 1750 1750 2934 765 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.22 0.17 0.22 0.36 0.05 0.04 0.08 0.08 0.06 0.07 0.09 Crit Moves: **** **** **** **** Green Time: 19.8 82.5 98.8 41.4 104 118.3 14.0 27.4 47.2 16.3 29.9 71.3 Volume/Cap: 0.50 0.51 0.32 0.99 0.66 0.08 0.58 0.55 0.32 0.73 0.43 0.25 Uniform Del: 80.5 39.0 26.2 74.1 30.3 14.3 85.2 75.6 58.3 84.7 72.3 40.8 IncremntDel: 2.3 0.2 0.2 43.6 0.5 0.0 6.6 1.3 0.2 16.9 0.4 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 0.86 0.73 1.00 0.68 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 82.7 33.6 19.5 117.8 21.3 7.4 91.7 76.9 58.5 101.6 72.8 40.9 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: 82.7 33.6 19.5 117.8 21.3 7.4 91.7 76.9 58.5 101.6 72.8 40.9 LOS by Move: F C- B- F C+ A F E- E+ F E D HCM2kAvgQ: 5 14 7 26 20 1 5 9 7 8 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 497 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #54: Lawrence Expwy & Benton St

Signal=Protect/Rights=Overlap
Final Vol: 89 3262 819***
Lanes: 1 0 3 0 2

Signal=Protect

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

75 2

Cycle Time (sec): 190

0 166

0 Loss Time (sec): 12

1 234*** 1

Critical V/C: 1.263

1 128
1 Avg Crit Del (sec/veh): 372.7

0 61 0

Avg Delay (sec/veh): 217.2

1 714***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 212 2483*** 354
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: 20 83 83 41 104 104 14 28 28 16 30 30 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 << 4:30 PM - 5:30 PM Base Vol: 212 3104 354 819 4129 89 75 234 61 714 128 166 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: 212 3104 354 819 4129 89 75 234 61 714 128 166 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: 212 3104 354 819 4129 89 75 234 61 714 128 166 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 212 2483 354 819 3262 89 75 234 61 714 128 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 2483 354 819 3262 89 75 234 61 714 128 166 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: 212 2483 354 819 3262 89 75 234 61 714 128 166 ------------|---------------||---------------||---------------||---------------| 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 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 1.58 0.42 1.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 2934 765 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.44 0.20 0.26 0.57 0.05 0.02 0.08 0.08 0.41 0.07 0.09 Crit Moves: **** **** **** **** Green Time: 19.8 82.5 98.8 41.4 104 118.3 14.0 27.4 47.2 16.3 29.9 71.3 Volume/Cap: 1.16 1.00 0.39 1.19 1.04 0.08 0.32 0.55 0.32 4.76 0.43 0.25 Uniform Del: 85.1 53.8 27.4 74.3 42.9 14.3 83.5 75.6 58.3 86.8 72.3 41.0 IncremntDel:117.2 18.9 0.3 100.9 28.6 0.0 0.8 1.3 0.2 1705 0.4 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 0.86 0.73 1.00 0.68 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 202.3 64.9 20.4 175.2 57.9 7.4 84.3 76.9 58.5 1792 72.8 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 202.3 64.9 20.4 175.2 57.9 7.4 84.3 76.9 58.5 1792 72.8 41.1 LOS by Move: F E C+ F E+ A F E- E+ F E D HCM2kAvgQ: 17 51 9 37 67 1 3 9 7 119 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 498 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #54: Lawrence Expwy & Benton St

Signal=Protect/Rights=Overlap
Final Vol: 89 3234 865***
Lanes: 1 0 3 0 2

Signal=Protect

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

75 2

Cycle Time (sec): 190

0 170

0 Loss Time (sec): 12

1 234*** 1

Critical V/C: 1.286

1 132
1 Avg Crit Del (sec/veh): 387.7

0 61 0

Avg Delay (sec/veh): 224.8

1 728***
LOS: F

Lanes: 1 0 3 0 1
Final Vol: 210 2478*** 364
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: 20 83 83 41 104 104 14 28 28 16 30 30 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 << 4:30 PM - 5:30 PM Base Vol: 210 3098 364 865 4094 89 75 234 61 728 132 170 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: 210 3098 364 865 4094 89 75 234 61 728 132 170 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: 210 3098 364 865 4094 89 75 234 61 728 132 170 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 210 2478 364 865 3234 89 75 234 61 728 132 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 2478 364 865 3234 89 75 234 61 728 132 170 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: 210 2478 364 865 3234 89 75 234 61 728 132 170 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.12 0.43 0.21 0.27 0.57 0.05 0.02 0.08 0.08 0.42 0.07 0.10 Crit Moves: **** **** **** **** Green Time: 19.8 82.5 98.8 41.4 104 118.3 14.0 27.4 47.2 16.3 29.9 71.3 Volume/Cap: 1.15 1.00 0.40 1.26 1.03 0.08 0.32 0.55 0.32 4.85 0.44 0.26 Uniform Del: 85.1 53.8 27.6 74.3 42.9 14.3 83.5 75.6 58.3 86.8 72.5 41.1 IncremntDel:113.4 18.4 0.3 128.7 25.6 0.0 0.8 1.3 0.2 1747 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 0.86 0.73 1.00 0.68 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 198.5 64.4 20.6 203.0 54.9 7.4 84.3 76.9 58.5 1834 72.9 41.2 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: 198.5 64.4 20.6 203.0 54.9 7.4 84.3 76.9 58.5 1834 72.9 41.2 LOS by Move: F E C+ F D- A F E- E+ F E D HCM2kAvgQ: 17 51 9 42 66 1 3 9 7 121 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 499 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #56: Lawrence Expwy & Pruneridge Ave

Signal=Protect/Rights=Overlap
Final Vol: 80 1972*** 554
Lanes: 1 0 3 0 2

Signal=Protect

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

171

2 Cycle Time (sec): 191

0 153

0 Loss Time (sec): 12

1 290*** 1

Critical V/C: 0.594

1 113
1 Avg Crit Del (sec/veh): 37.9

0 154 0

Avg Delay (sec/veh): 43.8

2 209***
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 75*** 1162 201
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: 13 82 82 37 106 106 15 30 30 18 33 33 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 << 4:30 PM - 5:30 PM Base Vol: 75 1452 201 554 2496 80 171 290 154 209 113 153 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: 75 1452 201 554 2496 80 171 290 154 209 113 153 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: 75 1452 201 554 2496 80 171 290 154 209 113 153 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 75 1162 201 554 1972 80 171 290 154 209 113 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 1162 201 554 1972 80 171 290 154 209 113 153 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: 75 1162 201 554 1972 80 171 290 154 209 113 153 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.29 0.71 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 2410 1280 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.11 0.18 0.35 0.05 0.05 0.12 0.12 0.07 0.06 0.09 Crit Moves: **** **** **** **** Green Time: 13.0 81.5 99.8 37.1 106 120.8 15.2 29.6 42.6 18.3 32.8 69.9 Volume/Cap: 0.35 0.48 0.22 0.91 0.63 0.07 0.68 0.78 0.54 0.69 0.35 0.24 Uniform Del: 85.0 39.4 24.6 75.2 29.2 13.5 85.5 77.5 65.5 83.6 69.7 42.1 IncremntDel: 1.0 0.1 0.1 17.1 0.4 0.0 7.5 6.6 0.7 6.8 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 0.86 0.73 1.00 0.68 0.49 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 85.9 34.2 18.1 92.3 20.1 6.7 93.0 84.2 66.2 90.4 69.9 42.2 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: 85.9 34.2 18.1 92.3 20.1 6.7 93.0 84.2 66.2 90.4 69.9 42.2 LOS by Move: F C- B- F C+ A F F E F E D HCM2kAvgQ: 3 13 4 19 18 1 7 14 12 8 6 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 500 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #56: Lawrence Expwy & Pruneridge Ave

Signal=Protect/Rights=Overlap
Final Vol: 543 3410*** 554
Lanes: 1 0 3 0 2

Signal=Protect

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

468***

2 Cycle Time (sec): 191

0 396

0 Loss Time (sec): 12

1 478 1

Critical V/C: 1.205

1 575***
1 Avg Crit Del (sec/veh): 184.0

0 296 0

Avg Delay (sec/veh): 121.6

2 209
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 377*** 2152 287
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: 13 82 82 37 106 106 15 30 30 18 33 33 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 << 4:30 PM - 5:30 PM Base Vol: 377 2690 287 554 4316 543 468 478 296 209 575 396 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: 377 2690 287 554 4316 543 468 478 296 209 575 396 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: 377 2690 287 554 4316 543 468 478 296 209 575 396 User Adj: 1.00 0.80 1.00 1.00 0.79 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: 377 2152 287 554 3410 543 468 478 296 209 575 396 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 377 2152 287 554 3410 543 468 478 296 209 575 396 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: 377 2152 287 554 3410 543 468 478 296 209 575 396 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.21 0.79 2.00 1.16 0.84 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 2278 1411 3150 2190 1508 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.38 0.16 0.18 0.60 0.31 0.15 0.21 0.21 0.07 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 13.0 81.5 99.8 37.1 106 120.8 15.2 29.6 42.6 18.3 32.8 69.9 Volume/Cap: 1.76 0.88 0.31 0.91 1.08 0.49 1.87 1.35 0.94 0.69 1.53 0.72 Uniform Del: 89.0 50.4 26.0 75.2 42.7 18.7 87.9 80.7 72.9 83.6 79.1 52.1 IncremntDel:359.3 4.3 0.2 17.1 43.3 0.3 404.8 170 18.5 6.8 246 1.9 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 0.86 0.73 1.00 0.68 0.49 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 448.3 47.9 19.2 92.3 72.1 9.5 492.7 251 91.4 90.4 325 54.0 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: 448.3 47.9 19.2 92.3 72.1 9.5 492.7 251 91.4 90.4 325 54.0 LOS by Move: F D B- F E A F F F F F D- HCM2kAvgQ: 26 38 7 18 72 8 33 37 26 8 51 25 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 501 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #56: Lawrence Expwy & Pruneridge Ave

Signal=Protect/Rights=Overlap
Final Vol: 578 3395*** 554
Lanes: 1 0 3 0 2

Signal=Protect

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

481***

2 Cycle Time (sec): 191

0 387

0 Loss Time (sec): 12

1 485 1

Critical V/C: 1.211

1 589***
1 Avg Crit Del (sec/veh): 188.4

0 276 0

Avg Delay (sec/veh): 123.4

2 209
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 385*** 2166 281
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: 13 82 82 37 106 106 15 30 30 18 33 33 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 << 4:30 PM - 5:30 PM Base Vol: 385 2707 281 554 4298 578 481 485 276 209 589 387 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 2707 281 554 4298 578 481 485 276 209 589 387 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 2707 281 554 4298 578 481 485 276 209 589 387 User Adj: 1.00 0.80 1.00 1.00 0.79 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 2166 281 554 3395 578 481 485 276 209 589 387 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 385 2166 281 554 3395 578 481 485 276 209 589 387 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 2166 281 554 3395 578 481 485 276 209 589 387 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 1.25 0.75 2.00 1.19 0.81 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 2351 1338 3150 2232 1466 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.38 0.16 0.18 0.60 0.33 0.15 0.21 0.21 0.07 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 13.0 81.5 99.8 37.1 106 120.8 15.2 29.6 42.6 18.3 32.8 69.9 Volume/Cap: 1.79 0.89 0.31 0.91 1.08 0.52 1.92 1.33 0.92 0.69 1.54 0.72 Uniform Del: 89.0 50.6 25.9 75.2 42.7 19.3 87.9 80.7 72.6 83.6 79.1 52.2 IncremntDel:375.7 4.5 0.2 17.1 41.5 0.5 427.7 161 16.0 6.8 250 1.9 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 0.86 0.73 1.00 0.68 0.49 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 464.7 48.3 19.1 92.3 70.4 9.9 515.6 241 88.6 90.4 329 54.1 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: 464.7 48.3 19.1 92.3 70.4 9.9 515.6 241 88.6 90.4 329 54.1 LOS by Move: F D B- F E A F F F F F D- HCM2kAvgQ: 27 39 7 18 71 9 35 36 26 8 51 25 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 502 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 260 17*** 504
Lanes: 1 0 0 1 1

Signal=Protect

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

178

2 Cycle Time (sec): 100

1 145

0 Loss Time (sec): 12

0 1521*** 2

Critical V/C: 0.704

3 787
1 Avg Crit Del (sec/veh): 30.4

0 288 0

Avg Delay (sec/veh): 28.8

2 137***
LOS: C

Lanes: 1 1 0 0 1
Final Vol: 362*** 16 198
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: 15 Nov 2018 << 5:15 - 6:15 PM Base Vol: 362 16 198 504 17 260 178 1521 288 137 787 145 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: 362 16 198 504 17 260 178 1521 288 137 787 145 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: 362 16 198 504 17 260 178 1521 288 137 787 145 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: 362 16 198 504 17 260 178 1521 288 137 787 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 362 16 198 504 17 260 178 1521 288 137 787 145 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: 362 16 198 504 17 260 178 1521 288 137 787 145 ------------|---------------||---------------||---------------||---------------| 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: 1.92 0.08 1.00 1.94 0.06 1.00 2.00 2.50 0.50 2.00 3.00 1.00 Final Sat.: 3400 150 1750 3434 116 1750 3150 4707 891 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.11 0.11 0.15 0.15 0.15 0.06 0.32 0.32 0.04 0.14 0.08 Crit Moves: **** **** **** **** Green Time: 15.0 15.0 22.0 20.6 20.6 38.3 17.6 45.4 45.4 7.0 34.8 55.4 Volume/Cap: 0.71 0.71 0.52 0.71 0.71 0.39 0.32 0.71 0.71 0.62 0.40 0.15 Uniform Del: 40.5 40.5 34.3 36.9 36.9 22.4 36.0 22.0 22.0 45.2 24.7 10.8 IncremntDel: 4.5 4.5 1.2 3.3 3.3 0.4 0.3 1.0 1.0 5.4 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: 45.0 45.0 35.5 40.2 40.2 22.8 36.3 23.0 23.0 50.6 24.8 10.9 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: 45.0 45.0 35.5 40.2 40.2 22.8 36.3 23.0 23.0 50.6 24.8 10.9 LOS by Move: D D D+ D D C+ D+ C+ C+ D C B+ HCM2kAvgQ: 6 6 6 7 7 6 3 15 15 3 6 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 503 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 298 17 680***
Lanes: 1 0 0 1 1

Signal=Protect

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

272

2 Cycle Time (sec): 100

1 524

0 Loss Time (sec): 12

0 1916*** 2

Critical V/C: 0.888

3 1658
1 Avg Crit Del (sec/veh): 40.0

0 407 0

Avg Delay (sec/veh): 34.7

2 137***
LOS: C-

Lanes: 1 1 0 0 1
Final Vol: 435 16*** 310
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: 15 Nov 2018 << 5:15 - 6:15 PM Base Vol: 435 16 310 680 17 298 272 1916 407 137 1658 524 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: 435 16 310 680 17 298 272 1916 407 137 1658 524 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: 435 16 310 680 17 298 272 1916 407 137 1658 524 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: 435 16 310 680 17 298 272 1916 407 137 1658 524 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 435 16 310 680 17 298 272 1916 407 137 1658 524 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: 435 16 310 680 17 298 272 1916 407 137 1658 524 ------------|---------------||---------------||---------------||---------------| 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: 1.93 0.07 1.00 1.95 0.05 1.00 2.00 2.46 0.54 2.00 3.00 1.00 Final Sat.: 3424 126 1750 3463 87 1750 3150 4618 981 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.18 0.20 0.20 0.17 0.09 0.41 0.41 0.04 0.29 0.30 Crit Moves: **** **** **** **** Green Time: 13.9 13.9 20.9 21.5 21.5 33.6 12.0 45.5 45.5 7.0 40.5 62.0 Volume/Cap: 0.91 0.91 0.85 0.91 0.91 0.51 0.72 0.91 0.91 0.62 0.72 0.48 Uniform Del: 42.4 42.4 38.0 38.3 38.3 26.6 42.4 25.4 25.4 45.2 25.0 10.3 IncremntDel: 21.0 21.0 16.4 15.1 15.1 0.7 6.5 5.5 5.5 5.4 1.1 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: 63.5 63.5 54.4 53.4 53.4 27.3 48.9 30.9 30.9 50.6 26.1 10.6 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: 63.5 63.5 54.4 53.4 53.4 27.3 48.9 30.9 30.9 50.6 26.1 10.6 LOS by Move: E E D- D- D- C D C C D C B+ HCM2kAvgQ: 7 7 9 10 10 7 5 23 23 2 14 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 504 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1214: LAWRENCE RAMPS / EL CAMINO REAL

Signal=Split/Rights=Overlap
Final Vol: 295 17*** 659
Lanes: 1 0 0 1 1

Signal=Protect

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

274

2 Cycle Time (sec): 100

1 525

0 Loss Time (sec): 12

0 1935*** 2

Critical V/C: 0.880

3 1711
1 Avg Crit Del (sec/veh): 38.9

0 396 0

Avg Delay (sec/veh): 34.1

2 137***
LOS: C-

Lanes: 1 1 0 0 1
Final Vol: 426*** 16 311
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: 15 Nov 2018 << 5:15 - 6:15 PM Base Vol: 426 16 311 659 17 295 274 1935 396 137 1711 525 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: 426 16 311 659 17 295 274 1935 396 137 1711 525 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: 426 16 311 659 17 295 274 1935 396 137 1711 525 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: 426 16 311 659 17 295 274 1935 396 137 1711 525 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 426 16 311 659 17 295 274 1935 396 137 1711 525 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: 426 16 311 659 17 295 274 1935 396 137 1711 525 ------------|---------------||---------------||---------------||---------------| 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: 1.93 0.07 1.00 1.95 0.05 1.00 2.00 2.47 0.53 2.00 3.00 1.00 Final Sat.: 3421 129 1750 3461 89 1750 3150 4647 951 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.12 0.18 0.19 0.19 0.17 0.09 0.42 0.42 0.04 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 13.8 13.8 20.8 21.1 21.1 33.0 11.9 46.1 46.1 7.0 41.2 62.3 Volume/Cap: 0.90 0.90 0.85 0.90 0.90 0.51 0.73 0.90 0.90 0.62 0.73 0.48 Uniform Del: 42.4 42.4 38.2 38.5 38.5 27.0 42.5 24.9 24.9 45.2 24.7 10.2 IncremntDel: 19.8 19.8 17.6 14.2 14.2 0.8 7.1 4.9 4.9 5.4 1.2 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: 62.3 62.3 55.8 52.7 52.7 27.7 49.5 29.8 29.8 50.6 25.9 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: 62.3 62.3 55.8 52.7 52.7 27.7 49.5 29.8 29.8 50.6 25.9 10.5 LOS by Move: E E E+ D- D- C D C C D C B+ HCM2kAvgQ: 7 7 9 10 10 7 5 23 23 2 14 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 505 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1402: Sunnyvale-Saratoga Rd / Remington Dr

Signal=Protect/Rights=Include
Final Vol: 134 1906*** 141
Lanes: 0 1 2 0 2

Signal=Protect

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

162

1 Cycle Time (sec): 160

1 40

0 Loss Time (sec): 12

0 401*** 1

Critical V/C: 0.735

1 274
1 Avg Crit Del (sec/veh): 45.5

0 138 0

Avg Delay (sec/veh): 43.6

2 372***
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 162*** 942 336
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: 30 Oct 2018 << 5:15 - 6:15 PM Base Vol: 162 942 336 141 1906 134 162 401 138 372 274 40 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: 162 942 336 141 1906 134 162 401 138 372 274 40 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: 162 942 336 141 1906 134 162 401 138 372 274 40 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: 162 942 336 141 1906 134 162 401 138 372 274 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 162 942 336 141 1906 134 162 401 138 372 274 40 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: 162 942 336 141 1906 134 162 401 138 372 274 40 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.98 0.95 0.83 1.00 0.92 Lanes: 2.00 2.18 0.82 2.00 2.80 0.20 1.00 1.47 0.53 2.00 1.00 1.00 Final Sat.: 3150 4126 1472 3150 5232 368 1750 2752 947 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.23 0.23 0.04 0.36 0.36 0.09 0.15 0.15 0.12 0.14 0.02 Crit Moves: **** **** **** **** Green Time: 11.2 75.7 75.7 14.8 79.3 79.3 22.5 31.7 31.7 25.7 35.0 49.8 Volume/Cap: 0.73 0.48 0.48 0.48 0.73 0.73 0.66 0.73 0.73 0.73 0.66 0.07 Uniform Del: 72.9 28.8 28.8 68.9 32.0 32.0 65.1 60.2 60.2 63.9 57.1 38.8 IncremntDel: 12.1 0.1 0.1 1.3 1.0 1.0 6.5 3.9 3.9 5.5 3.9 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: 85.0 28.9 28.9 70.2 33.0 33.0 71.6 64.1 64.1 69.4 60.9 38.9 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: 85.0 28.9 28.9 70.2 33.0 33.0 71.6 64.1 64.1 69.4 60.9 38.9 LOS by Move: F C C E C- C- E E E E E D+ HCM2kAvgQ: 5 14 14 4 26 26 9 14 14 10 12 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 506 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1402: Sunnyvale-Saratoga Rd / Remington Dr

Signal=Protect/Rights=Include
Final Vol: 344 2198*** 279
Lanes: 0 1 2 0 2

Signal=Protect

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

306***

1 Cycle Time (sec): 160

1 113

0 Loss Time (sec): 12

0 774 1

Critical V/C: 1.195

1 691***
1 Avg Crit Del (sec/veh): 153.0

0 308 0

Avg Delay (sec/veh): 108.7

2 372
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 355*** 1275 412
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: 30 Oct 2018 << 5:15 - 6:15 PM Base Vol: 355 1275 412 279 2198 344 306 774 308 372 691 113 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: 355 1275 412 279 2198 344 306 774 308 372 691 113 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: 355 1275 412 279 2198 344 306 774 308 372 691 113 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: 355 1275 412 279 2198 344 306 774 308 372 691 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 355 1275 412 279 2198 344 306 774 308 372 691 113 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: 355 1275 412 279 2198 344 306 774 308 372 691 113 ------------|---------------||---------------||---------------||---------------| 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 2.24 0.76 2.00 2.58 0.42 1.00 1.42 0.58 2.00 1.00 1.00 Final Sat.: 3150 4231 1367 3150 4841 758 1750 2646 1053 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.30 0.30 0.09 0.45 0.45 0.17 0.29 0.29 0.12 0.36 0.06 Crit Moves: **** **** **** **** Green Time: 15.1 58.7 58.7 17.2 60.8 60.8 23.4 51.4 51.4 20.7 48.7 65.9 Volume/Cap: 1.19 0.82 0.82 0.82 1.19 1.19 1.19 0.91 0.91 0.91 1.19 0.16 Uniform Del: 72.5 45.9 45.9 69.9 49.6 49.6 68.3 52.1 52.1 68.7 55.7 29.6 IncremntDel:115.8 2.8 2.8 14.8 92.6 92.6 119.4 10.5 10.5 24.2 104 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: 188.3 48.8 48.8 84.7 142 142.2 187.7 62.7 62.7 92.9 159 29.7 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: 188.3 48.8 48.8 84.7 142 142.2 187.7 62.7 62.7 92.9 159 29.7 LOS by Move: F D D F F F F E E F F C HCM2kAvgQ: 15 25 25 8 59 59 25 29 29 10 45 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 507 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1402: Sunnyvale-Saratoga Rd / Remington Dr

Signal=Protect/Rights=Include
Final Vol: 373 2175*** 287
Lanes: 0 1 2 0 2

Signal=Protect

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

313***

1 Cycle Time (sec): 160

1 133

0 Loss Time (sec): 12

0 804 1

Critical V/C: 1.183

1 674***
1 Avg Crit Del (sec/veh): 147.8

0 312 0

Avg Delay (sec/veh): 106.0

2 372
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 333*** 1372 393
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: 30 Oct 2018 << 5:15 - 6:15 PM Base Vol: 333 1372 393 287 2175 373 313 804 312 372 674 133 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: 333 1372 393 287 2175 373 313 804 312 372 674 133 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: 333 1372 393 287 2175 373 313 804 312 372 674 133 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: 333 1372 393 287 2175 373 313 804 312 372 674 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 333 1372 393 287 2175 373 313 804 312 372 674 133 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: 333 1372 393 287 2175 373 313 804 312 372 674 133 ------------|---------------||---------------||---------------||---------------| 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 2.31 0.69 2.00 2.54 0.46 1.00 1.43 0.57 2.00 1.00 1.00 Final Sat.: 3150 4351 1246 3150 4779 820 1750 2665 1034 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.32 0.32 0.09 0.46 0.46 0.18 0.30 0.30 0.12 0.35 0.08 Crit Moves: **** **** **** **** Green Time: 14.3 58.8 58.8 17.0 61.5 61.5 24.2 51.9 51.9 20.3 48.0 65.0 Volume/Cap: 1.18 0.86 0.86 0.86 1.18 1.18 1.18 0.93 0.93 0.93 1.18 0.19 Uniform Del: 72.9 46.7 46.7 70.3 49.2 49.2 67.9 52.3 52.3 69.2 56.0 30.5 IncremntDel:112.6 3.8 3.8 19.2 87.5 87.5 114.2 12.7 12.7 28.3 99.3 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: 185.5 50.5 50.5 89.5 137 136.7 182.1 65.1 65.1 97.4 155 30.7 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: 185.5 50.5 50.5 89.5 137 136.7 182.1 65.1 65.1 97.4 155 30.7 LOS by Move: F D D F F F F E E F F C HCM2kAvgQ: 14 26 26 9 58 58 26 31 31 10 43 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 508 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1404: El Camino Real (SR 82) / Fair Oaks Ave Signal=Protect/Rights=Include
Final Vol: 145 736 161***
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Final Vol: Lanes: Rights=Include Vol Cnt Date: 10/30/2018 Rights=Overlap Lanes: Final Vol:
237 1
Cycle Time (sec): 120
1 173
0 Loss Time (sec): 12
0 1515*** 2
Critical V/C: 0.799
3 773
1 Avg Crit Del (sec/veh): 42.2
0 189 0
Avg Delay (sec/veh): 41.8
1 181***
LOS: D
Lanes: 1 0 1 1 0
Final Vol: 119 554*** 258
Signal=Protect/Rights=Include
Street Name: Fair Oaks Avenue El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 30 Oct 2018 << 5:15 - 6:15 PM Base Vol: 119 554 258 161 736 145 237 1515 189 181 773 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 119 554 258 161 736 145 237 1515 189 181 773 173 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 119 554 258 161 736 145 237 1515 189 181 773 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 119 554 258 161 736 145 237 1515 189 181 773 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 119 554 258 161 736 145 237 1515 189 181 773 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 554 258 161 736 145 237 1515 189 181 773 173 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 1.35 0.65 1.00 1.66 0.34 1.00 2.65 0.35 1.00 3.00 1.00 Final Sat.: 1750 2524 1175 1750 3091 609 1750 4978 621 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.22 0.09 0.24 0.24 0.14 0.30 0.30 0.10 0.14 0.10 Crit Moves: **** **** **** ****
Green Time: 10.4 33.0 33.0 13.8 36.4 36.4 30.6 45.7 45.7 15.5 30.6 44.4 Volume/Cap: 0.79 0.80 0.80 0.80 0.79 0.79 0.53 0.80 0.80 0.80 0.53 0.27 Uniform Del: 53.7 40.4 40.4 51.7 38.2 38.2 38.5 33.1 33.1 50.7 38.5 26.4 IncremntDel: 23.1 4.6 4.6 19.8 3.7 3.7 1.2 2.2 2.2 17.9 0.4 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: 76.8 45.0 45.0 71.5 42.0 42.0 39.8 35.3 35.3 68.6 38.9 26.6 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: 76.8 45.0 45.0 71.5 42.0 42.0 39.8 35.3 35.3 68.6 38.9 26.6 LOS by Move: E- D D E D D D D+ D+ E D+ C
HCM2kAvgQ: 5 15 15 7 15 15 8 19 19 8 8 5
Note: Queue reported is the number of cars per lane.

Attachment 15

Page 509 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1404: El Camino Real (SR 82) / Fair Oaks Ave

Signal=Protect/Rights=Include
Final Vol: 479 736*** 232
Lanes: 0 1 1 0 1

Signal=Protect

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

479

1 Cycle Time (sec): 120

1 315

0 Loss Time (sec): 12

0 2081*** 2

Critical V/C: 1.344

3 1709
1 Avg Crit Del (sec/veh): 206.3

0 351 0

Avg Delay (sec/veh): 163.9

1 437***
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 345*** 751 456
Signal=Protect/Rights=Include

Street Name: Fair Oaks Avenue El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 30 Oct 2018 << 5:15 - 6:15 PM Base Vol: 345 751 456 232 736 479 479 2081 351 437 1709 315 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: 345 751 456 232 736 479 479 2081 351 437 1709 315 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: 345 751 456 232 736 479 479 2081 351 437 1709 315 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: 345 751 456 232 736 479 479 2081 351 437 1709 315 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 751 456 232 736 479 479 2081 351 437 1709 315 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: 345 751 456 232 736 479 479 2081 351 437 1709 315 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 1.22 0.78 1.00 1.19 0.81 1.00 2.55 0.45 1.00 3.00 1.00 Final Sat.: 1750 2301 1397 1750 2240 1458 1750 4791 808 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.33 0.33 0.13 0.33 0.33 0.27 0.43 0.43 0.25 0.30 0.18 Crit Moves: **** **** **** **** Green Time: 17.6 33.4 33.4 13.6 29.3 29.3 29.1 38.8 38.8 22.3 31.9 45.5 Volume/Cap: 1.34 1.17 1.17 1.17 1.34 1.34 1.13 1.34 1.34 1.34 1.13 0.47 Uniform Del: 51.2 43.3 43.3 53.2 45.3 45.3 45.4 40.6 40.6 48.9 44.0 28.2 IncremntDel:178.6 88.5 88.5 118.6 162 162.3 83.0 159 158.7 174.1 66.2 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: 229.8 132 131.8 171.8 208 207.6 128.4 199 199.3 223.0 110 28.8 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: 229.8 132 131.8 171.8 208 207.6 128.4 199 199.3 223.0 110 28.8 LOS by Move: F F F F F F F F F F F C HCM2kAvgQ: 25 34 34 14 42 42 25 54 54 31 27 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 510 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1404: El Camino Real (SR 82) / Fair Oaks Ave

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

Signal=Protect

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

512

1 Cycle Time (sec): 120

1 319

0 Loss Time (sec): 12

0 2054*** 2

Critical V/C: 1.392

3 1757
1 Avg Crit Del (sec/veh): 227.9

0 377 0

Avg Delay (sec/veh): 185.5

1 478***
LOS: F

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

Street Name: Fair Oaks Avenue El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 30 Oct 2018 << 5:15 - 6:15 PM Base Vol: 371 716 494 274 736 498 512 2054 377 478 1757 319 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 371 716 494 274 736 498 512 2054 377 478 1757 319 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 371 716 494 274 736 498 512 2054 377 478 1757 319 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 371 716 494 274 736 498 512 2054 377 478 1757 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 716 494 274 736 498 512 2054 377 478 1757 319 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 371 716 494 274 736 498 512 2054 377 478 1757 319 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 1.00 1.16 0.84 1.00 1.17 0.83 1.00 2.52 0.48 1.00 3.00 1.00 Final Sat.: 1750 2188 1510 1750 2206 1492 1750 4730 868 1750 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.21 0.33 0.33 0.16 0.33 0.33 0.29 0.43 0.43 0.27 0.31 0.18 Crit Moves: **** **** **** **** Green Time: 18.3 31.8 31.8 15.2 28.8 28.8 29.7 37.4 37.4 23.5 31.3 46.5 Volume/Cap: 1.39 1.23 1.23 1.23 1.39 1.39 1.18 1.39 1.39 1.39 1.18 0.47 Uniform Del: 50.9 44.1 44.1 52.4 45.6 45.6 45.2 41.3 41.3 48.2 44.4 27.5 IncremntDel:197.9 114 114.3 138.1 183 183.5 103.5 180 180.1 193.5 89.4 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: 248.8 158 158.4 190.4 229 229.1 148.7 221 221.4 241.7 134 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: 248.8 158 158.4 190.4 229 229.1 148.7 221 221.4 241.7 134 28.0 LOS by Move: F F F F F F F F F F F C HCM2kAvgQ: 28 37 37 18 44 44 30 57 57 36 31 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 511 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Overlap
Final Vol: 65 847*** 166
Lanes: 1 0 3 0 1

Signal=Protect

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

79 1

Cycle Time (sec): 150

1 128

0 Loss Time (sec): 12

0 1287*** 3

Critical V/C: 0.664

3 653
0 Avg Crit Del (sec/veh): 50.9

0 483 1

Avg Delay (sec/veh): 46.4

2 415***
LOS: D

Lanes: 2 0 2 0 1
Final Vol: 331*** 632 241
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: 30 Oct 2018 << 5:30 - 6:30 PM Base Vol: 331 632 241 166 847 65 79 1287 483 415 653 128 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: 331 632 241 166 847 65 79 1287 483 415 653 128 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: 331 632 241 166 847 65 79 1287 483 415 653 128 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: 331 632 241 166 847 65 79 1287 483 415 653 128 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 331 632 241 166 847 65 79 1287 483 415 653 128 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: 331 632 241 166 847 65 79 1287 483 415 653 128 ------------|---------------||---------------||---------------||---------------| 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: 0.11 0.17 0.14 0.09 0.15 0.04 0.05 0.23 0.28 0.13 0.11 0.07 Crit Moves: **** **** **** **** Green Time: 23.7 36.5 36.5 20.8 33.6 56.9 23.4 51.0 74.7 29.7 57.4 78.2 Volume/Cap: 0.66 0.68 0.57 0.68 0.66 0.10 0.29 0.66 0.55 0.66 0.30 0.14 Uniform Del: 59.4 51.5 49.8 61.5 53.1 30.0 56.0 42.2 26.1 55.5 32.3 18.6 IncremntDel: 3.4 2.1 1.8 7.8 1.3 0.1 0.6 0.9 0.8 2.7 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: 62.8 53.7 51.6 69.3 54.4 30.1 56.6 43.1 26.9 58.2 32.4 18.6 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: 62.8 53.7 51.6 69.3 54.4 30.1 56.6 43.1 26.9 58.2 32.4 18.6 LOS by Move: E D- D- E D- C E+ D C E+ C- B- HCM2kAvgQ: 9 13 10 8 12 2 3 16 16 11 7 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 512 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Overlap
Final Vol: 349 1729*** 303
Lanes: 1 0 3 0 1

Signal=Protect

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

264

1 Cycle Time (sec): 150

1 255

0 Loss Time (sec): 12

0 1783*** 3

Critical V/C: 1.041

3 1579
0 Avg Crit Del (sec/veh): 92.3

0 649 1

Avg Delay (sec/veh): 76.3

2 415***
LOS: E-

Lanes: 2 0 2 0 1
Final Vol: 660*** 907 297
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: 30 Oct 2018 << 5:30 - 6:30 PM Base Vol: 660 907 297 303 1729 349 264 1783 649 415 1579 255 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: 660 907 297 303 1729 349 264 1783 649 415 1579 255 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: 660 907 297 303 1729 349 264 1783 649 415 1579 255 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: 660 907 297 303 1729 349 264 1783 649 415 1579 255 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 660 907 297 303 1729 349 264 1783 649 415 1579 255 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: 660 907 297 303 1729 349 264 1783 649 415 1579 255 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.21 0.24 0.17 0.17 0.30 0.20 0.15 0.31 0.37 0.13 0.28 0.15 Crit Moves: **** **** **** **** Green Time: 30.2 42.8 42.8 31.1 43.7 66.3 22.6 45.1 75.3 19.0 41.5 72.6 Volume/Cap: 1.04 0.84 0.59 0.84 1.04 0.45 1.00 1.04 0.74 1.04 1.00 0.30 Uniform Del: 59.9 50.3 46.1 57.0 53.1 29.2 63.7 52.5 29.6 65.5 54.3 23.4 IncremntDel: 46.7 5.8 1.9 15.4 33.5 0.4 55.8 33.1 3.4 56.0 23.1 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 106.6 56.0 48.0 72.4 86.6 29.6 119.6 85.6 32.9 121.5 77.3 23.6 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: 106.6 56.0 48.0 72.4 86.6 29.6 119.6 85.6 32.9 121.5 77.3 23.6 LOS by Move: F E+ D E F C F F C- F E- C HCM2kAvgQ: 23 20 12 14 29 11 13 29 23 17 30 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 513 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #1405: El Camino Real (SR 82) / Wolfe Rd

Signal=Protect/Rights=Overlap
Final Vol: 379 1759*** 301
Lanes: 1 0 3 0 1

Signal=Protect

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

275***

1 Cycle Time (sec): 150

1 261

0 Loss Time (sec): 12

0 1792 3

Critical V/C: 1.067

3 1631***
0 Avg Crit Del (sec/veh): 102.3

0 634 1

Avg Delay (sec/veh): 85.5

2 415
LOS: F

Lanes: 2 0 2 0 1
Final Vol: 725*** 909 291
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: 30 Oct 2018 << 5:30 - 6:30 PM Base Vol: 725 909 291 301 1759 379 275 1792 634 415 1631 261 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 725 909 291 301 1759 379 275 1792 634 415 1631 261 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: 725 909 291 301 1759 379 275 1792 634 415 1631 261 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 725 909 291 301 1759 379 275 1792 634 415 1631 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 725 909 291 301 1759 379 275 1792 634 415 1631 261 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 725 909 291 301 1759 379 275 1792 634 415 1631 261 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.23 0.24 0.17 0.17 0.31 0.22 0.16 0.31 0.36 0.13 0.29 0.15 Crit Moves: **** **** **** **** Green Time: 32.3 44.0 44.0 31.7 43.4 65.4 22.1 43.9 76.2 18.4 40.2 71.9 Volume/Cap: 1.07 0.81 0.57 0.81 1.07 0.50 1.07 1.07 0.71 1.07 1.07 0.31 Uniform Del: 58.8 49.2 44.9 56.4 53.3 30.4 64.0 53.1 28.4 65.8 54.9 23.9 IncremntDel: 53.9 4.7 1.5 13.0 42.6 0.5 75.1 45.0 2.7 67.0 43.4 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: 112.8 53.9 46.4 69.4 96.0 30.9 139.0 98.1 31.2 132.8 98.3 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: 112.8 53.9 46.4 69.4 96.0 30.9 139.0 98.1 31.2 132.8 98.3 24.1 LOS by Move: F D- D E F C F F C F F C HCM2kAvgQ: 26 20 12 13 30 12 15 31 22 17 33 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 514 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #5320: CENTRAL EXPWY/MARY AVE

Signal=Protect/Rights=Overlap
Final Vol: 200 625 466***
Lanes: 0 1 2 0 2

Signal=Protect

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

34 2

Cycle Time (sec): 185

1 86

0 Loss Time (sec): 12

0 1464*** 3

Critical V/C: 0.682

3 1165
0 Avg Crit Del (sec/veh): 71.8

0 606 1

Avg Delay (sec/veh): 60.1

2 657***
LOS: E

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

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 16 37 37 29 50 50 9 52 52 43 86 86 Y+R: 6.1 6.0 6.0 6.2 5.9 5.9 6.2 6.2 6.2 6.3 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Dec 2018 << 4:45 - 5:45 PM Base Vol: 199 141 633 466 625 200 34 1464 606 657 1165 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: 199 141 633 466 625 200 34 1464 606 657 1165 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: 199 141 633 466 625 200 34 1464 606 657 1165 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: 199 141 633 466 625 200 34 1464 606 657 1165 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 141 633 466 625 200 34 1464 606 657 1165 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: 199 141 633 466 625 200 34 1464 606 657 1165 86 ------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.25 0.75 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 4241 1357 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.02 0.36 0.15 0.15 0.15 0.01 0.26 0.35 0.21 0.20 0.05 Crit Moves: **** **** **** **** Green Time: 16.9 37.0 83.2 32.8 52.9 62.7 9.8 57.0 73.9 46.2 93.4 126.2 Volume/Cap: 0.69 0.12 0.80 0.83 0.52 0.44 0.20 0.83 0.87 0.83 0.40 0.07 Uniform Del: 81.5 60.7 43.8 73.5 55.3 47.4 83.9 59.6 51.1 65.7 28.5 9.8 IncremntDel: 7.0 0.0 6.0 10.5 0.3 0.2 0.6 3.6 11.2 7.7 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.07 1.14 1.03 1.25 1.60 Delay/Veh: 88.5 60.8 49.9 83.9 55.6 47.6 84.5 67.3 69.2 75.6 35.6 15.7 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: 88.5 60.8 49.9 83.9 55.6 47.6 84.5 67.3 69.2 75.6 35.6 15.7 LOS by Move: F E D F E+ D F E E E- D+ B HCM2kAvgQ: 7 2 34 17 13 12 1 28 37 23 16 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 515 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #5320: CENTRAL EXPWY/MARY AVE

Signal=Protect/Rights=Overlap
Final Vol: 485 1153 885***
Lanes: 0 1 2 0 2

Signal=Protect

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

221

2 Cycle Time (sec): 185

1 417

0 Loss Time (sec): 12

0 1809*** 3

Critical V/C: 0.941

3 1939
0 Avg Crit Del (sec/veh): 150.4

0 606 1

Avg Delay (sec/veh): 99.4

2 809***
LOS: F

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

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 16 37 37 29 50 50 9 52 52 43 86 86 Y+R: 6.1 6.0 6.0 6.2 5.9 5.9 6.2 6.2 6.2 6.3 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Dec 2018 << 4:45 - 5:45 PM Base Vol: 199 141 633 885 1153 485 221 1809 606 809 1939 417 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 199 141 633 885 1153 485 221 1809 606 809 1939 417 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 199 141 633 885 1153 485 221 1809 606 809 1939 417 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 199 141 633 885 1153 485 221 1809 606 809 1939 417 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 141 633 885 1153 485 221 1809 606 809 1939 417 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 199 141 633 885 1153 485 221 1809 606 809 1939 417 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.08 0.92 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3940 1657 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.02 0.36 0.28 0.29 0.29 0.07 0.32 0.35 0.26 0.34 0.24 Crit Moves: **** **** **** **** Green Time: 17.8 37.0 80.0 41.0 60.2 69.2 9.0 52.0 69.8 43.0 86.0 127.0 Volume/Cap: 0.66 0.12 0.84 1.27 0.90 0.78 1.44 1.13 0.92 1.10 0.73 0.35 Uniform Del: 80.7 60.7 46.7 72.0 59.5 51.2 88.0 66.5 54.9 71.0 40.1 11.9 IncremntDel: 5.2 0.0 8.1 131.6 6.5 2.0 231.8 66.7 17.9 65.8 1.1 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.12 1.02 1.20 1.61 Delay/Veh: 85.8 60.8 54.8 203.6 66.0 53.2 319.8 137 79.2 138.5 49.2 19.4 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: 85.8 60.8 54.8 203.6 66.0 53.2 319.8 137 79.2 138.5 49.2 19.4 LOS by Move: F E D- F E D- F F E- F D B- HCM2kAvgQ: 7 2 35 45 33 28 14 45 39 36 32 16 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 516 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #5320: CENTRAL EXPWY/MARY AVE

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

Signal=Protect

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

221

2 Cycle Time (sec): 185

1 412

0 Loss Time (sec): 12

0 1814*** 3

Critical V/C: 0.952

3 1954
0 Avg Crit Del (sec/veh): 155.5

0 606 1

Avg Delay (sec/veh): 101.5

2 819***
LOS: F

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

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 16 37 37 29 50 50 9 52 52 43 86 86 Y+R: 6.1 6.0 6.0 6.2 5.9 5.9 6.2 6.2 6.2 6.3 6.2 6.2 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Dec 2018 << 4:45 - 5:45 PM Base Vol: 199 141 633 906 1137 473 221 1814 606 819 1954 412 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 199 141 633 906 1137 473 221 1814 606 819 1954 412 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 199 141 633 906 1137 473 221 1814 606 819 1954 412 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 199 141 633 906 1137 473 221 1814 606 819 1954 412 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 199 141 633 906 1137 473 221 1814 606 819 1954 412 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 199 141 633 906 1137 473 221 1814 606 819 1954 412 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.09 0.91 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3953 1644 3150 5700 1750 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.02 0.36 0.29 0.29 0.29 0.07 0.32 0.35 0.26 0.34 0.24 Crit Moves: **** **** **** **** Green Time: 18.0 37.0 80.0 41.0 60.0 69.0 9.0 52.0 70.0 43.0 86.0 127.0 Volume/Cap: 0.65 0.12 0.84 1.30 0.89 0.77 1.44 1.13 0.91 1.12 0.74 0.34 Uniform Del: 80.4 60.7 46.7 72.0 59.3 51.1 88.0 66.5 54.6 71.0 40.3 11.9 IncremntDel: 4.8 0.0 8.1 144.4 5.8 1.8 231.8 67.9 17.3 70.8 1.1 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 1.12 1.02 1.20 1.61 Delay/Veh: 85.2 60.8 54.8 216.4 65.1 52.9 319.8 138 78.5 143.5 49.5 19.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 85.2 60.8 54.8 216.4 65.1 52.9 319.8 138 78.5 143.5 49.5 19.3 LOS by Move: F E D- F E D- F F E- F D B- HCM2kAvgQ: 7 2 35 47 32 28 14 45 39 37 33 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 517 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 140 2090*** 137
Lanes: 1 0 3 0 2

Signal=Protect

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

347

2 Cycle Time (sec): 190

1 87

0 Loss Time (sec): 12

0 544 2

Critical V/C: 1.012

2 200
0 Avg Crit Del (sec/veh): 89.1

0 748*** 1

Avg Delay (sec/veh): 71.6

2 360***
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 234*** 855 162
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: 22 86 86 15 79 79 24 41 41 24 41 41 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: 13 Nov 2018 << 4:30 - 5:30 PM Base Vol: 234 1276 162 137 2612 140 347 544 748 360 200 87 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: 234 1276 162 137 2612 140 347 544 748 360 200 87 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: 234 1276 162 137 2612 140 347 544 748 360 200 87 User Adj: 1.00 0.67 1.00 1.00 0.80 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: 234 855 162 137 2090 140 347 544 748 360 200 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 234 855 162 137 2090 140 347 544 748 360 200 87 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: 234 855 162 137 2090 140 347 544 748 360 200 87 ------------|---------------||---------------||---------------||---------------| 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: 0.07 0.15 0.09 0.04 0.37 0.08 0.11 0.14 0.47 0.11 0.05 0.05 Crit Moves: **** **** **** **** Green Time: 22.0 86.0 110.0 15.0 79.0 107.4 28.4 53.0 75.0 24.0 48.6 63.6 Volume/Cap: 0.64 0.33 0.16 0.55 0.88 0.14 0.74 0.51 1.18 0.90 0.21 0.15 Uniform Del: 80.2 33.5 18.6 84.3 51.2 19.5 77.2 57.6 57.5 81.9 55.6 44.3 IncremntDel: 3.9 0.1 0.1 2.6 4.2 0.1 6.0 0.4 98.0 23.5 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 0.83 0.62 1.00 1.15 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 84.1 28.0 11.6 86.9 63.1 26.1 83.2 58.1 155.5 105.4 55.7 44.4 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: 84.1 28.0 11.6 86.9 63.1 26.1 83.2 58.1 155.5 105.4 55.7 44.4 LOS by Move: F C B+ F E C F E+ F F E+ D HCM2kAvgQ: 9 8 3 4 38 5 12 13 63 14 4 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 518 of 557 ends

COMPARE Fri Aug 28 14:45:59 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 #5611: LAWRENCE EXPWY/ARQUES AVE

Signal=Protect/Rights=Overlap
Final Vol: 314 3210*** 482
Lanes: 1 0 3 0 2

Signal=Protect

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

640

2 Cycle Time (sec): 190

1 145

0 Loss Time (sec): 12

0 544 2

Critical V/C: 1.538

2 512
0 Avg Crit Del (sec/veh): 296.2

0 1044*** 1

Avg Delay (sec/veh): 212.1

2 710***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 670*** 1448 213
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: 22 86 86 15 79 79 24 41 41 24 41 41 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: 13 Nov 2018 << 4:30 - 5:30 PM Base Vol: 670 2161 213 482 4013 314 640 544 1044 710 512 145 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: 670 2161 213 482 4013 314 640 544 1044 710 512 145 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: 670 2161 213 482 4013 314 640 544 1044 710 512 145 User Adj: 1.00 0.67 1.00 1.00 0.80 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: 670 1448 213 482 3210 314 640 544 1044 710 512 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 670 1448 213 482 3210 314 640 544 1044 710 512 145 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: 670 1448 213 482 3210 314 640 544 1044 710 512 145 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.21 0.25 0.12 0.15 0.56 0.18 0.20 0.14 0.65 0.23 0.13 0.08 Crit Moves: **** **** **** **** Green Time: 24.0 86.0 111.4 17.0 79.0 113.0 34.0 49.6 73.6 25.4 41.0 58.0 Volume/Cap: 1.68 0.56 0.21 1.71 1.35 0.30 1.14 0.55 1.68 1.68 0.62 0.27 Uniform Del: 83.0 38.2 18.5 86.5 55.5 19.0 78.0 60.6 58.2 82.3 67.5 50.0 IncremntDel:318.5 0.3 0.1 334.3 162 0.2 81.1 0.7 314.7 317.9 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 0.83 0.61 1.00 1.15 1.38 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 401.5 32.1 11.3 420.8 226 26.5 159.1 61.2 372.9 400.2 69.0 50.3 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: 401.5 32.1 11.3 420.8 226 26.5 159.1 61.2 372.9 400.2 69.0 50.3 LOS by Move: F C- B+ F F C F E F F E D HCM2kAvgQ: 44 17 3 31 92 12 29 13 119 45 13 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 519 of 557 ends

COMPARE Fri Aug 28 14:45:59 2020 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Overlap
Final Vol: 282 3253*** 467
Lanes: 1 0 3 0 2

Signal=Protect

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

652

2 Cycle Time (sec): 190

1 144

0 Loss Time (sec): 12

0 544 2

Critical V/C: 1.524

2 548
0 Avg Crit Del (sec/veh): 291.9

0 1031*** 1

Avg Delay (sec/veh): 208.7

2 672***
LOS: F

Lanes: 2 0 3 0 1
Final Vol: 656*** 1444 213
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: 22 86 86 15 79 79 24 41 41 24 41 41 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: 13 Nov 2018 << 4:30 - 5:30 PM Base Vol: 656 2155 213 467 4066 282 652 544 1031 672 548 144 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: 656 2155 213 467 4066 282 652 544 1031 672 548 144 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: 656 2155 213 467 4066 282 652 544 1031 672 548 144 User Adj: 1.00 0.67 1.00 1.00 0.80 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: 656 1444 213 467 3253 282 652 544 1031 672 548 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 656 1444 213 467 3253 282 652 544 1031 672 548 144 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: 656 1444 213 467 3253 282 652 544 1031 672 548 144 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.21 0.25 0.12 0.15 0.57 0.16 0.21 0.14 0.64 0.21 0.14 0.08 Crit Moves: **** **** **** **** Green Time: 24.1 86.0 110.6 17.1 79.0 112.9 33.9 50.3 74.4 24.6 41.0 58.1 Volume/Cap: 1.65 0.56 0.21 1.65 1.37 0.27 1.16 0.54 1.65 1.65 0.67 0.27 Uniform Del: 83.0 38.1 18.9 86.5 55.5 18.6 78.0 59.9 57.8 82.7 68.3 49.9 IncremntDel:301.4 0.3 0.1 308.7 170 0.1 89.9 0.6 297.5 301.1 2.1 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 0.83 0.62 1.00 1.15 1.38 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 384.4 32.0 11.7 395.2 234 25.9 167.9 60.5 355.3 383.8 70.4 50.2 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: 384.4 32.0 11.7 395.2 234 25.9 167.9 60.5 355.3 383.8 70.4 50.2 LOS by Move: F C- B+ F F C F E F F E D HCM2kAvgQ: 43 16 4 29 94 11 30 13 116 42 14 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 520 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #5613: LAWRENCE EXPWY/REED AVE

Signal=Protect/Rights=Overlap
Final Vol: 353 2316*** 366
Lanes: 1 0 3 0 2

Signal=Protect

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

240

2 Cycle Time (sec): 190

1 195

0 Loss Time (sec): 12

0 488 2

Critical V/C: 0.895

2 223
0 Avg Crit Del (sec/veh): 75.0

0 673*** 1

Avg Delay (sec/veh): 61.8

2 151***
LOS: E

Lanes: 1 0 3 0 1
Final Vol: 161*** 1008 202
Signal=Protect/Rights=Overlap

Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 17 90 90 27 100 100 15 35 35 14 34 34 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Nov 2018 << 4:45 - 5:45 PM Base Vol: 161 1245 202 366 3216 353 240 488 673 151 223 195 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 1245 202 366 3216 353 240 488 673 151 223 195 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 1245 202 366 3216 353 240 488 673 151 223 195 User Adj: 1.00 0.81 1.00 1.00 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 1008 202 366 2316 353 240 488 673 151 223 195 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 1008 202 366 2316 353 240 488 673 151 223 195 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 1008 202 366 2316 353 240 488 673 151 223 195 ------------|---------------||---------------||---------------||---------------| 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: 0.09 0.18 0.12 0.12 0.41 0.20 0.08 0.13 0.38 0.05 0.06 0.11 Crit Moves: **** **** **** **** Green Time: 17.0 90.0 104.0 27.0 100 118.7 18.7 47.0 64.0 14.0 42.3 69.3 Volume/Cap: 1.03 0.37 0.21 0.82 0.77 0.32 0.78 0.52 1.14 0.65 0.26 0.31 Uniform Del: 86.5 32.0 22.0 79.1 35.9 16.8 83.6 61.7 63.0 85.6 61.0 43.1 IncremntDel: 79.6 0.1 0.1 11.2 1.3 0.2 11.6 0.5 82.7 6.4 0.2 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 0.80 0.69 1.00 1.27 1.45 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 166.1 25.8 15.2 90.3 47.0 24.4 95.2 62.3 145.7 92.0 61.1 43.4 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: 166.1 25.8 15.2 90.3 47.0 24.4 95.2 62.3 145.7 92.0 61.1 43.4 LOS by Move: F C B F D C F E F F E D HCM2kAvgQ: 12 9 4 12 37 14 9 12 54 5 5 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 521 of 557 ends

Sunnyvale City CouncilJune 28, 2022

Sunnyvale City Council
June 28, 2022