Transportation Impact Analysis — Sunnyvale City Council, June 28, 2022 (part 3 of 7)

COMPARE Fri Jan 24 10:02:03 2020 Page 3-52
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #22: SR 85 NB Ramps & Fremont Ave

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

Signal=Protect

Signal=Permit

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

365***

1 Cycle Time (sec): 80

1 0

0 Loss Time (sec): 9

0 698 2

Critical V/C: 0.670

3 1361***
0 Avg Crit Del (sec/veh): 24.9

0 0 0

Avg Delay (sec/veh): 20.6

0 0
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 265*** 0 226
Signal=Split/Rights=Include

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

Base Vol: 265 0 226 0 0 0 365 698 0 0 1361 740 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: 265 0 226 0 0 0 365 698 0 0 1361 740 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: 265 0 226 0 0 0 365 698 0 0 1361 740 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 265 0 226 0 0 0 365 698 0 0 1361 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 265 0 226 0 0 0 365 698 0 0 1361 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 265 0 226 0 0 0 365 698 0 0 1361 0 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1800 0 1750 0 0 0 1750 3800 0 0 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.00 0.13 0.00 0.00 0.00 0.21 0.18 0.00 0.00 0.24 0.00 Crit Moves: **** **** **** Green Time: 17.6 0.0 17.6 0.0 0.0 0.0 24.9 53.4 0.0 0.0 28.5 0.0 Volume/Cap: 0.67 0.00 0.59 0.00 0.00 0.00 0.67 0.28 0.00 0.00 0.67 0.00 Uniform Del: 28.6 0.0 28.0 0.0 0.0 0.0 24.0 5.4 0.0 0.0 21.8 0.0 IncremntDel: 4.4 0.0 2.4 0.0 0.0 0.0 3.2 0.1 0.0 0.0 0.9 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 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 33.0 0.0 30.3 0.0 0.0 0.0 27.2 5.5 0.0 0.0 22.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.0 0.0 30.3 0.0 0.0 0.0 27.2 5.5 0.0 0.0 22.6 0.0 LOS by Move: C- A C A A A C A A A C+ A HCM2kAvgQ: 8 0 6 0 0 0 10 4 0 0 10 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 242 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-53
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #22: SR 85 NB Ramps & Fremont Ave

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

Signal=Protect

Signal=Permit

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

427***

1 Cycle Time (sec): 80

1 0

0 Loss Time (sec): 9

0 980 2

Critical V/C: 1.094

3 1772***
0 Avg Crit Del (sec/veh): 86.3

0 0 0

Avg Delay (sec/veh): 63.6

0 0
LOS: E

Lanes: 0 1 0 0 1
Final Vol: 358 57 728***
Signal=Split/Rights=Include

Base Vol: 358 57 728 0 0 0 427 980 0 0 1772 806 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: 358 57 728 0 0 0 427 980 0 0 1772 806 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: 358 57 728 0 0 0 427 980 0 0 1772 806 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 358 57 728 0 0 0 427 980 0 0 1772 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 358 57 728 0 0 0 427 980 0 0 1772 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 358 57 728 0 0 0 427 980 0 0 1772 0 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.86 0.14 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1553 247 1750 0 0 0 1750 3800 0 0 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.23 0.42 0.00 0.00 0.00 0.24 0.26 0.00 0.00 0.31 0.00 Crit Moves: **** **** **** Green Time: 30.4 30.4 30.4 0.0 0.0 0.0 17.8 40.6 0.0 0.0 22.7 0.0 Volume/Cap: 0.61 0.61 1.09 0.00 0.00 0.00 1.09 0.51 0.00 0.00 1.09 0.00 Uniform Del: 20.0 20.0 24.8 0.0 0.0 0.0 31.1 13.1 0.0 0.0 28.6 0.0 IncremntDel: 1.6 1.6 63.3 0.0 0.0 0.0 73.3 0.2 0.0 0.0 52.7 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 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 21.5 21.5 88.1 0.0 0.0 0.0 104.3 13.3 0.0 0.0 81.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.5 21.5 88.1 0.0 0.0 0.0 104.3 13.3 0.0 0.0 81.3 0.0 LOS by Move: C+ C+ F A A A F B A A F A HCM2kAvgQ: 9 9 33 0 0 0 21 8 0 0 25 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 243 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-54
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #22: SR 85 NB Ramps & Fremont Ave

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

Signal=Protect

Signal=Permit

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

419***

1 Cycle Time (sec): 80

1 0

0 Loss Time (sec): 9

0 1012 2

Critical V/C: 1.061

3 1787***
0 Avg Crit Del (sec/veh): 74.5

0 0 0

Avg Delay (sec/veh): 55.1

0 0
LOS: E+

Lanes: 0 1 0 0 1
Final Vol: 347 53 681***
Signal=Split/Rights=Include

Base Vol: 347 53 681 0 0 0 419 1012 0 0 1787 811 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 53 681 0 0 0 419 1012 0 0 1787 811 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 53 681 0 0 0 419 1012 0 0 1787 811 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 347 53 681 0 0 0 419 1012 0 0 1787 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 347 53 681 0 0 0 419 1012 0 0 1787 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 347 53 681 0 0 0 419 1012 0 0 1787 0 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.87 0.13 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1561 238 1750 0 0 0 1750 3800 0 0 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.22 0.22 0.39 0.00 0.00 0.00 0.24 0.27 0.00 0.00 0.31 0.00 Crit Moves: **** **** **** Green Time: 29.3 29.3 29.3 0.0 0.0 0.0 18.0 41.7 0.0 0.0 23.6 0.0 Volume/Cap: 0.61 0.61 1.06 0.00 0.00 0.00 1.06 0.51 0.00 0.00 1.06 0.00 Uniform Del: 20.6 20.6 25.3 0.0 0.0 0.0 31.0 12.5 0.0 0.0 28.2 0.0 IncremntDel: 1.6 1.6 53.0 0.0 0.0 0.0 62.5 0.2 0.0 0.0 40.3 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 22.3 22.3 78.3 0.0 0.0 0.0 93.5 12.7 0.0 0.0 68.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 22.3 22.3 78.3 0.0 0.0 0.0 93.5 12.7 0.0 0.0 68.5 0.0 LOS by Move: C+ C+ E- A A A F B A A E A HCM2kAvgQ: 9 9 29 0 0 0 19 8 0 0 24 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 244 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-55
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #23: SR 85 SB Ramps & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 152 2*** 134
Lanes: 0 1 0 0 1

Signal=Protect

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

0 0

Cycle Time (sec): 131

0 0

0 Loss Time (sec): 12

0 689*** 1

Critical V/C: 0.522

2 813
0 Avg Crit Del (sec/veh): 24.0

0 2 1

Avg Delay (sec/veh): 19.2

1 11***
LOS: B-

Lanes: 0 0 1! 0 0
Final Vol: 3*** 0 32
Signal=Split/Rights=Include

Street Name: SR 85 SB Ramps 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 0 10 10 10 10 0 10 10 7 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 3 0 32 134 2 152 0 689 2 11 813 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 0 32 134 2 152 0 689 2 11 813 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 32 134 2 152 0 689 2 11 813 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 32 134 2 152 0 689 2 11 813 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 32 134 2 152 0 689 2 11 813 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 32 134 2 152 0 689 2 11 813 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.09 0.00 0.91 1.00 0.01 0.99 0.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 150 0 1600 1750 23 1777 0 1900 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.02 0.08 0.09 0.09 0.00 0.36 0.00 0.01 0.21 0.00 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 10.0 19.5 19.5 19.5 0.0 82.5 82.5 7.0 89.5 0.0 Volume/Cap: 0.26 0.00 0.26 0.52 0.58 0.58 0.00 0.58 0.00 0.12 0.31 0.00 Uniform Del: 57.0 0.0 57.0 51.4 51.9 51.9 0.0 14.1 9.0 59.1 8.4 0.0 IncremntDel: 1.0 0.0 1.0 1.8 3.1 3.1 0.0 0.7 0.0 0.6 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 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 58.1 0.0 58.1 53.2 55.0 55.0 0.0 14.8 9.0 59.6 8.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.1 0.0 58.1 53.2 55.0 55.0 0.0 14.8 9.0 59.6 8.4 0.0 LOS by Move: E+ A E+ D- D- D- A B A E+ A A HCM2kAvgQ: 2 0 2 6 7 7 0 16 0 0 6 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 245 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-56
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #23: SR 85 SB Ramps & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 168 2 307***
Lanes: 0 1 0 0 1

Signal=Protect

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

0 0

Cycle Time (sec): 131

0 0

0 Loss Time (sec): 12

0 995*** 1

Critical V/C: 0.799

2 858
0 Avg Crit Del (sec/veh): 44.3

0 7 1

Avg Delay (sec/veh): 32.6

1 11***
LOS: C-

Lanes: 0 0 1! 0 0
Final Vol: 3*** 0 32
Signal=Split/Rights=Include

Street Name: SR 85 SB Ramps 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 0 10 10 10 10 0 10 10 7 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 3 0 32 307 2 168 0 995 7 11 858 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 0 32 307 2 168 0 995 7 11 858 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 32 307 2 168 0 995 7 11 858 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 32 307 2 168 0 995 7 11 858 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 32 307 2 168 0 995 7 11 858 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 32 307 2 168 0 995 7 11 858 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.09 0.00 0.91 1.00 0.01 0.99 0.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 150 0 1600 1750 21 1779 0 1900 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.02 0.18 0.09 0.09 0.00 0.52 0.00 0.01 0.23 0.00 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 10.0 25.6 25.6 25.6 0.0 76.4 76.4 7.0 83.4 0.0 Volume/Cap: 0.26 0.00 0.26 0.90 0.48 0.48 0.00 0.90 0.01 0.12 0.35 0.00 Uniform Del: 57.0 0.0 57.0 51.4 46.8 46.8 0.0 23.9 11.4 59.1 11.2 0.0 IncremntDel: 1.0 0.0 1.0 25.1 1.0 1.0 0.0 9.8 0.0 0.6 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 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 58.1 0.0 58.1 76.5 47.9 47.9 0.0 33.7 11.4 59.6 11.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.1 0.0 58.1 76.5 47.9 47.9 0.0 33.7 11.4 59.6 11.3 0.0 LOS by Move: E+ A E+ E- D D A C- B+ E+ B+ A HCM2kAvgQ: 2 0 2 16 7 7 0 38 0 0 8 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 246 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-57
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #23: SR 85 SB Ramps & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 159 2 301***
Lanes: 0 1 0 0 1

Signal=Protect

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

0 0

Cycle Time (sec): 131

0 0

0 Loss Time (sec): 12

0 998*** 1

Critical V/C: 0.797

2 885
0 Avg Crit Del (sec/veh): 43.7

0 7 1

Avg Delay (sec/veh): 31.9

1 11***
LOS: C

Lanes: 0 0 1! 0 0
Final Vol: 3*** 0 32
Signal=Split/Rights=Include

Street Name: SR 85 SB Ramps 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 0 10 10 10 10 0 10 10 7 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 3 0 32 301 2 159 0 998 7 11 885 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 0 32 301 2 159 0 998 7 11 885 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 0 32 301 2 159 0 998 7 11 885 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 0 32 301 2 159 0 998 7 11 885 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 0 32 301 2 159 0 998 7 11 885 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 0 32 301 2 159 0 998 7 11 885 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.09 0.00 0.91 1.00 0.01 0.99 0.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 150 0 1600 1750 22 1778 0 1900 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.02 0.17 0.09 0.09 0.00 0.53 0.00 0.01 0.23 0.00 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 10.0 25.2 25.2 25.2 0.0 76.8 76.8 7.0 83.8 0.0 Volume/Cap: 0.26 0.00 0.26 0.90 0.47 0.47 0.00 0.90 0.01 0.12 0.36 0.00 Uniform Del: 57.0 0.0 57.0 51.6 47.0 47.0 0.0 23.6 11.2 59.1 11.1 0.0 IncremntDel: 1.0 0.0 1.0 25.0 1.0 1.0 0.0 9.6 0.0 0.6 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 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 58.1 0.0 58.1 76.6 47.9 47.9 0.0 33.2 11.2 59.6 11.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.1 0.0 58.1 76.6 47.9 47.9 0.0 33.2 11.2 59.6 11.2 0.0 LOS by Move: E+ A E+ E- D D A C- B+ E+ B+ A HCM2kAvgQ: 2 0 2 16 6 6 0 38 0 0 8 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 247 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-58
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #24: SR 85 NB Ramps & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 64 7*** 87
Lanes: 1 0 0 1 0

Signal=Protect

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

125

1 Cycle Time (sec): 149

0 181

0 Loss Time (sec): 9

1 519*** 1

Critical V/C: 0.433

1 758
0 Avg Crit Del (sec/veh): 27.8

0 177 1

Avg Delay (sec/veh): 21.6

1 143***
LOS: C+

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

Street Name: SR 85 NB Ramps 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: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 0 0 0 87 7 64 125 519 177 143 758 181 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 87 7 64 125 519 177 143 758 181 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 87 7 64 125 519 177 143 758 181 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 87 7 64 125 519 177 143 758 181 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 87 7 64 125 519 177 143 758 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 87 7 64 125 519 177 143 758 181 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.93 0.07 1.00 1.00 1.00 1.00 1.00 1.60 0.40 Final Sat.: 0 0 0 1666 134 1750 1750 1900 1750 1750 2986 713 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.05 0.05 0.04 0.07 0.27 0.10 0.08 0.25 0.25 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 18.0 18.0 44.8 26.8 93.9 93.9 28.1 95.2 95.2 Volume/Cap: 0.00 0.00 0.00 0.43 0.43 0.12 0.40 0.43 0.16 0.43 0.40 0.40 Uniform Del: 0.0 0.0 0.0 60.8 60.8 37.8 54.0 14.0 11.3 53.4 13.0 13.0 IncremntDel: 0.0 0.0 0.0 1.4 1.4 0.1 0.8 0.3 0.1 0.9 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: 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 62.2 62.2 38.0 54.8 14.2 11.4 54.3 13.1 13.1 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: 0.0 0.0 0.0 62.2 62.2 38.0 54.8 14.2 11.4 54.3 13.1 13.1 LOS by Move: A A A E E D+ D- B B+ D- B B HCM2kAvgQ: 0 0 0 5 5 2 5 12 3 6 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 248 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-59
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #24: SR 85 NB Ramps & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 86 16 87***
Lanes: 1 0 0 1 0

Signal=Protect

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

147

1 Cycle Time (sec): 149

0 252

0 Loss Time (sec): 9

1 1143*** 1

Critical V/C: 0.797

1 768
0 Avg Crit Del (sec/veh): 28.3

0 177 1

Avg Delay (sec/veh): 22.5

1 158***
LOS: C+

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

Street Name: SR 85 NB Ramps 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: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 0 0 0 87 16 86 147 1143 177 158 768 252 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 87 16 86 147 1143 177 158 768 252 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 87 16 86 147 1143 177 158 768 252 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 87 16 86 147 1143 177 158 768 252 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 87 16 86 147 1143 177 158 768 252 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 87 16 86 147 1143 177 158 768 252 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.84 0.16 1.00 1.00 1.00 1.00 1.00 1.49 0.51 Final Sat.: 0 0 0 1520 280 1750 1750 1900 1750 1750 2785 914 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.06 0.06 0.05 0.08 0.60 0.10 0.09 0.28 0.28 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.7 10.7 40.9 30.2 112 112.4 16.9 99.1 99.1 Volume/Cap: 0.00 0.00 0.00 0.80 0.80 0.18 0.41 0.80 0.13 0.80 0.41 0.41 Uniform Del: 0.0 0.0 0.0 68.1 68.1 41.2 51.7 11.3 5.0 64.4 11.5 11.5 IncremntDel: 0.0 0.0 0.0 28.3 28.3 0.2 0.8 3.2 0.0 19.8 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: 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 96.4 96.4 41.4 52.5 14.5 5.0 84.2 11.6 11.6 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: 0.0 0.0 0.0 96.4 96.4 41.4 52.5 14.5 5.0 84.2 11.6 11.6 LOS by Move: A A A F F D D- B A F B+ B+ HCM2kAvgQ: 0 0 0 7 7 3 6 31 2 8 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 249 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-60
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #24: SR 85 NB Ramps & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 99 14 87***
Lanes: 1 0 0 1 0

Signal=Protect

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

144

1 Cycle Time (sec): 149

0 253

0 Loss Time (sec): 9

1 1143*** 1

Critical V/C: 0.820

1 785
0 Avg Crit Del (sec/veh): 32.1

0 177 1

Avg Delay (sec/veh): 24.4

1 198***
LOS: C

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

Street Name: SR 85 NB Ramps 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: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 0 0 0 87 14 99 144 1143 177 198 785 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 87 14 99 144 1143 177 198 785 253 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 87 14 99 144 1143 177 198 785 253 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 87 14 99 144 1143 177 198 785 253 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 87 14 99 144 1143 177 198 785 253 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 87 14 99 144 1143 177 198 785 253 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 0.86 0.14 1.00 1.00 1.00 1.00 1.00 1.50 0.50 Final Sat.: 0 0 0 1550 250 1750 1750 1900 1750 1750 2797 902 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.06 0.06 0.06 0.08 0.60 0.10 0.11 0.28 0.28 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.2 10.2 39.6 29.4 109 109.3 20.5 100 100.4 Volume/Cap: 0.00 0.00 0.00 0.82 0.82 0.21 0.42 0.82 0.14 0.82 0.42 0.42 Uniform Del: 0.0 0.0 0.0 68.5 68.5 42.6 52.3 13.3 5.9 62.4 11.0 11.0 IncremntDel: 0.0 0.0 0.0 33.6 33.6 0.2 0.8 4.0 0.0 19.5 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: 0.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 102.1 102 42.8 53.1 17.3 5.9 82.0 11.1 11.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 102.1 102 42.8 53.1 17.3 5.9 82.0 11.1 11.1 LOS by Move: A A A F F D D- B A F B+ B+ HCM2kAvgQ: 0 0 0 7 7 4 6 33 2 10 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 250 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-61
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #25: Hollenbeck Ave & Fremont Ave

Signal=Protect/Rights=Overlap
Final Vol: 129 240 104***
Lanes: 1 0 1 0 1

Signal=Protect

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

95***

1 Cycle Time (sec): 135

0 159

0 Loss Time (sec): 12

1 362 2

Critical V/C: 0.510

2 805***
1 Avg Crit Del (sec/veh): 38.9

0 106 0

Avg Delay (sec/veh): 39.4

1 158
LOS: D

Lanes: 1 0 1 0 1
Final Vol: 175 340*** 158
Signal=Protect/Rights=Overlap

Street Name: Hollenbeck Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 175 340 158 104 240 129 95 362 106 158 805 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 175 340 158 104 240 129 95 362 106 158 805 159 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 175 340 158 104 240 129 95 362 106 158 805 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 175 340 158 104 240 129 95 362 106 158 805 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 340 158 104 240 129 95 362 106 158 805 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 175 340 158 104 240 129 95 362 106 158 805 159 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.30 0.70 1.00 2.49 0.51 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 4330 1268 1750 4675 923 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.18 0.09 0.06 0.13 0.07 0.05 0.08 0.08 0.09 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 27.9 47.3 78.5 15.7 35.2 49.6 14.4 28.8 28.8 31.1 45.6 45.6 Volume/Cap: 0.48 0.51 0.16 0.51 0.48 0.20 0.51 0.39 0.39 0.39 0.51 0.51 Uniform Del: 47.2 34.7 13.0 56.0 42.2 29.2 57.0 45.6 45.6 43.9 35.8 35.8 IncremntDel: 1.0 0.7 0.1 2.2 0.7 0.2 2.4 0.2 0.2 0.6 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 48.3 35.3 13.1 58.2 43.0 29.3 59.3 45.8 45.8 44.6 36.0 36.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.3 35.3 13.1 58.2 43.0 29.3 59.3 45.8 45.8 44.6 36.0 36.0 LOS by Move: D D+ B E+ D C E+ D D D D+ D+ HCM2kAvgQ: 7 11 3 5 9 4 4 5 5 6 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 251 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-62
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #25: Hollenbeck Ave & Fremont Ave

Signal=Protect/Rights=Overlap
Final Vol: 159 240 131***
Lanes: 1 0 1 0 1

Signal=Protect

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

252***

1 Cycle Time (sec): 135

0 185

0 Loss Time (sec): 12

1 636 2

Critical V/C: 0.855

2 1111***
1 Avg Crit Del (sec/veh): 55.7

0 106 0

Avg Delay (sec/veh): 49.3

1 158
LOS: D

Lanes: 1 0 1 0 1
Final Vol: 324 624*** 229
Signal=Protect/Rights=Overlap

Street Name: Hollenbeck Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 324 624 229 131 240 159 252 636 106 158 1111 185 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: 324 624 229 131 240 159 252 636 106 158 1111 185 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: 324 624 229 131 240 159 252 636 106 158 1111 185 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: 324 624 229 131 240 159 252 636 106 158 1111 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 324 624 229 131 240 159 252 636 106 158 1111 185 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: 324 624 229 131 240 159 252 636 106 158 1111 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.56 0.44 1.00 2.56 0.44 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 4799 800 1750 4800 799 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.33 0.13 0.07 0.13 0.09 0.14 0.13 0.13 0.09 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 37.9 51.9 75.9 11.8 25.8 48.6 22.7 35.3 35.3 24.0 36.6 36.6 Volume/Cap: 0.66 0.85 0.23 0.85 0.66 0.25 0.85 0.51 0.51 0.51 0.85 0.85 Uniform Del: 42.9 38.1 14.9 60.7 50.5 30.4 54.5 42.5 42.5 50.1 46.7 46.7 IncremntDel: 3.3 9.7 0.1 34.7 4.4 0.2 20.9 0.3 0.3 1.4 5.0 5.0 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: 46.2 47.8 15.0 95.4 55.0 30.6 75.4 42.8 42.8 51.5 51.7 51.7 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: 46.2 47.8 15.0 95.4 55.0 30.6 75.4 42.8 42.8 51.5 51.7 51.7 LOS by Move: D D B F D- C E- D D D- D- D- HCM2kAvgQ: 13 26 5 8 10 5 12 9 9 6 17 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 252 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-63
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #25: Hollenbeck Ave & Fremont Ave

Signal=Protect/Rights=Overlap
Final Vol: 173 240 134***
Lanes: 1 0 1 0 1

Signal=Protect

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

218***

1 Cycle Time (sec): 135

0 191

0 Loss Time (sec): 12

1 665 2

Critical V/C: 0.867

2 1150***
1 Avg Crit Del (sec/veh): 56.1

0 106 0

Avg Delay (sec/veh): 49.7

1 158
LOS: D

Lanes: 1 0 1 0 1
Final Vol: 310 664*** 199
Signal=Protect/Rights=Overlap

Street Name: Hollenbeck Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 310 664 199 134 240 173 218 665 106 158 1150 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: 310 664 199 134 240 173 218 665 106 158 1150 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: 310 664 199 134 240 173 218 665 106 158 1150 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: 310 664 199 134 240 173 218 665 106 158 1150 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 664 199 134 240 173 218 665 106 158 1150 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: 310 664 199 134 240 173 218 665 106 158 1150 191 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.57 0.43 1.00 2.56 0.44 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 4829 770 1750 4801 797 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.35 0.11 0.08 0.13 0.10 0.12 0.14 0.14 0.09 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 38.7 54.4 76.8 11.9 27.6 47.0 19.4 34.2 34.2 22.4 37.3 37.3 Volume/Cap: 0.62 0.87 0.20 0.87 0.62 0.28 0.87 0.54 0.54 0.54 0.87 0.87 Uniform Del: 41.7 37.0 14.1 60.8 48.9 31.8 56.5 43.6 43.6 51.6 46.5 46.5 IncremntDel: 2.3 10.3 0.1 37.0 3.0 0.3 25.7 0.4 0.4 2.1 5.5 5.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 44.1 47.3 14.2 97.8 51.9 32.1 82.3 44.0 44.0 53.7 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: 44.1 47.3 14.2 97.8 51.9 32.1 82.3 44.0 44.0 53.7 52.0 52.0 LOS by Move: D D B F D- C- F D D D- D- D- HCM2kAvgQ: 12 28 4 8 10 5 10 9 9 6 17 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 253 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-64
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #26: Hollenbeck Ave & Homestead Rd
Signal=Protect/Rights=Include
Final Vol: 148 282 180***
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Final Vol: Lanes: Rights=Include Vol Cnt Date: 11/14/2017 Rights=Include Lanes: Final Vol:
99 1
Cycle Time (sec): 128
0 171
0 Loss Time (sec): 12
1 488*** 1
Critical V/C: 0.656
1 691
1 Avg Crit Del (sec/veh): 45.5
0 179 0
Avg Delay (sec/veh): 42.3
1 243***
LOS: D
Lanes: 2 0 1 1 0
Final Vol: 287 382*** 257
Signal=Protect/Rights=Include
Street Name: Hollenbeck 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: 7 10 10 7 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 287 382 257 180 282 148 99 488 179 243 691 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 287 382 257 180 282 148 99 488 179 243 691 171 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 287 382 257 180 282 148 99 488 179 243 691 171 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 287 382 257 180 282 148 99 488 179 243 691 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 287 382 257 180 282 148 99 488 179 243 691 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 287 382 257 180 282 148 99 488 179 243 691 171 ------------|---------------||---------------||---------------||---------------| 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 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 2.00 1.17 0.83 1.00 1.29 0.71 1.00 1.45 0.55 1.00 1.59 0.41 Final Sat.: 3150 2211 1487 1750 2426 1273 1750 2706 993 1750 2965 734 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.17 0.17 0.10 0.12 0.12 0.06 0.18 0.18 0.14 0.23 0.23 Crit Moves: **** **** **** ****
Green Time: 23.6 33.7 33.7 20.1 30.1 30.1 12.2 35.2 35.2 27.1 50.1 50.1 Volume/Cap: 0.49 0.66 0.66 0.66 0.49 0.49 0.60 0.66 0.66 0.66 0.60 0.60 Uniform Del: 46.8 42.0 42.0 50.7 42.3 42.3 55.6 41.1 41.1 46.2 30.9 30.9 IncremntDel: 0.7 1.6 1.6 5.7 0.4 0.4 5.8 1.6 1.6 4.2 0.7 0.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.5 43.6 43.6 56.4 42.8 42.8 61.3 42.6 42.6 50.4 31.6 31.6 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: 47.5 43.6 43.6 56.4 42.8 42.8 61.3 42.6 42.6 50.4 31.6 31.6 LOS by Move: D D D E+ D D E D D D C C
HCM2kAvgQ: 6 12 12 8 8 8 4 12 12 9 13 13
Note: Queue reported is the number of cars per lane.

Attachment 15

Page 254 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-65
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #26: Hollenbeck Ave & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 184 282 180***
Lanes: 0 1 1 0 1

Signal=Protect

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

132

1 Cycle Time (sec): 128

0 338

0 Loss Time (sec): 12

1 746*** 1

Critical V/C: 0.756

1 693
1 Avg Crit Del (sec/veh): 47.4

0 202 0

Avg Delay (sec/veh): 45.0

1 243***
LOS: D

Lanes: 2 0 1 1 0
Final Vol: 445 382*** 309
Signal=Protect/Rights=Include

Street Name: Hollenbeck 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 445 382 309 180 282 184 132 746 202 243 693 338 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: 445 382 309 180 282 184 132 746 202 243 693 338 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: 445 382 309 180 282 184 132 746 202 243 693 338 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: 445 382 309 180 282 184 132 746 202 243 693 338 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 445 382 309 180 282 184 132 746 202 243 693 338 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: 445 382 309 180 282 184 132 746 202 243 693 338 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 2.00 1.08 0.92 1.00 1.19 0.81 1.00 1.56 0.44 1.00 1.33 0.67 Final Sat.: 3150 2044 1654 1750 2238 1460 1750 2911 788 1750 2486 1213 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.19 0.19 0.10 0.13 0.13 0.08 0.26 0.26 0.14 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 25.9 31.7 31.7 17.4 23.1 23.1 14.3 43.4 43.4 23.5 52.7 52.7 Volume/Cap: 0.70 0.76 0.76 0.76 0.70 0.70 0.68 0.76 0.76 0.76 0.68 0.68 Uniform Del: 47.4 44.6 44.6 53.2 49.1 49.1 54.7 37.6 37.6 49.5 30.7 30.7 IncremntDel: 3.4 3.6 3.6 12.9 3.2 3.2 9.2 2.7 2.7 9.8 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: 50.8 48.2 48.2 66.2 52.4 52.4 63.9 40.3 40.3 59.3 32.0 32.0 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: 50.8 48.2 48.2 66.2 52.4 52.4 63.9 40.3 40.3 59.3 32.0 32.0 LOS by Move: D D D E D- D- E D D E+ C C HCM2kAvgQ: 11 14 14 9 10 10 5 17 17 9 16 16 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 255 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-66
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #26: Hollenbeck Ave & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 195 282 180***
Lanes: 0 1 1 0 1

Signal=Protect

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

155

1 Cycle Time (sec): 128

0 330

0 Loss Time (sec): 12

1 767*** 1

Critical V/C: 0.760

1 691
1 Avg Crit Del (sec/veh): 47.5

0 196 0

Avg Delay (sec/veh): 45.8

1 243***
LOS: D

Lanes: 2 0 1 1 0
Final Vol: 458 382*** 307
Signal=Protect/Rights=Include

Street Name: Hollenbeck 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: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:30 AM - 8:30 AM Base Vol: 458 382 307 180 282 195 155 767 196 243 691 330 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 458 382 307 180 282 195 155 767 196 243 691 330 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 458 382 307 180 282 195 155 767 196 243 691 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 458 382 307 180 282 195 155 767 196 243 691 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 458 382 307 180 282 195 155 767 196 243 691 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 458 382 307 180 282 195 155 767 196 243 691 330 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 2.00 1.08 0.92 1.00 1.16 0.84 1.00 1.58 0.42 1.00 1.34 0.66 Final Sat.: 3150 2050 1648 1750 2186 1512 1750 2946 753 1750 2503 1195 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.19 0.19 0.10 0.13 0.13 0.09 0.26 0.26 0.14 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 25.8 31.4 31.4 17.3 22.9 22.9 16.3 43.9 43.9 23.4 50.9 50.9 Volume/Cap: 0.72 0.76 0.76 0.76 0.72 0.72 0.69 0.76 0.76 0.76 0.69 0.69 Uniform Del: 47.7 44.8 44.8 53.3 49.5 49.5 53.4 37.4 37.4 49.6 32.1 32.1 IncremntDel: 4.0 3.8 3.8 13.3 3.9 3.9 9.1 2.7 2.7 10.1 1.5 1.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 51.7 48.6 48.6 66.6 53.4 53.4 62.5 40.1 40.1 59.8 33.5 33.5 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: 51.7 48.6 48.6 66.6 53.4 53.4 62.5 40.1 40.1 59.8 33.5 33.5 LOS by Move: D- D D E D- D- E D D E+ C- C- HCM2kAvgQ: 11 14 14 9 10 10 6 17 17 9 16 16 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 256 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-67
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #27: Mathilda Ave & Almanor Ave

Signal=Protect/Rights=Include
Final Vol: 223 1180 95***
Lanes: 0 1 3 0 1

Signal=Protect

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

83***

2 Cycle Time (sec): 168

1 286***

0 Loss Time (sec): 12

0 12 0

Critical V/C: 0.558

1 39
1 Avg Crit Del (sec/veh): 27.8

0 16 0

Avg Delay (sec/veh): 26.7

1 50
LOS: C

Lanes: 1 0 4 0 1
Final Vol: 59 2493*** 28
Signal=Protect/Rights=Overlap

Street Name: Mathilda Ave Almanor Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 59 2493 28 95 1180 223 83 12 16 50 39 286 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: 59 2493 28 95 1180 223 83 12 16 50 39 286 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: 59 2493 28 95 1180 223 83 12 16 50 39 286 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: 59 2493 28 95 1180 223 83 12 16 50 39 286 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 2493 28 95 1180 223 83 12 16 50 39 286 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: 59 2493 28 95 1180 223 83 12 16 50 39 286 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 4.00 1.00 1.00 3.34 0.66 2.00 0.43 0.57 1.00 1.00 1.00 Final Sat.: 1750 7600 1750 1750 6306 1192 3150 771 1029 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.33 0.02 0.05 0.19 0.19 0.03 0.02 0.02 0.03 0.02 0.16 Crit Moves: **** **** **** **** Green Time: 21.0 98.8 115.6 16.4 94.2 94.2 7.9 24.0 24.0 16.8 32.9 49.2 Volume/Cap: 0.27 0.56 0.02 0.56 0.33 0.33 0.56 0.11 0.11 0.29 0.10 0.56 Uniform Del: 66.6 21.2 8.3 72.4 19.9 19.9 78.3 62.7 62.7 70.0 55.5 50.2 IncremntDel: 0.7 0.2 0.0 4.1 0.0 0.0 4.7 0.2 0.2 0.9 0.1 1.4 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: 67.2 21.4 8.3 76.4 20.0 20.0 83.0 62.9 62.9 70.9 55.6 51.6 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: 67.2 21.4 8.3 76.4 20.0 20.0 83.0 62.9 62.9 70.9 55.6 51.6 LOS by Move: E C+ A E- B- B- F E E E E+ D- HCM2kAvgQ: 3 19 0 6 9 9 3 1 1 3 2 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 257 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-68
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #27: Mathilda Ave & Almanor Ave

Signal=Protect/Rights=Include
Final Vol: 486 2524*** 95
Lanes: 0 1 3 0 1

Signal=Protect

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

140***

2 Cycle Time (sec): 168

1 402***

0 Loss Time (sec): 12

0 16 0

Critical V/C: 0.728

1 82
1 Avg Crit Del (sec/veh): 35.9

0 16 0

Avg Delay (sec/veh): 33.9

1 81
LOS: C-

Lanes: 1 0 4 0 1
Final Vol: 95*** 3059 124
Signal=Protect/Rights=Overlap

Street Name: Mathilda Ave Almanor Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 95 3059 124 95 2524 486 140 16 16 81 82 402 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 95 3059 124 95 2524 486 140 16 16 81 82 402 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 95 3059 124 95 2524 486 140 16 16 81 82 402 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 3059 124 95 2524 486 140 16 16 81 82 402 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 3059 124 95 2524 486 140 16 16 81 82 402 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 3059 124 95 2524 486 140 16 16 81 82 402 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 4.00 1.00 1.00 3.33 0.67 2.00 0.50 0.50 1.00 1.00 1.00 Final Sat.: 1750 7600 1750 1750 6287 1211 3150 900 900 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.40 0.07 0.05 0.40 0.40 0.04 0.02 0.02 0.05 0.04 0.23 Crit Moves: **** **** **** **** Green Time: 12.5 92.7 114.9 12.5 92.7 92.7 10.3 28.6 28.6 22.2 40.5 53.0 Volume/Cap: 0.73 0.73 0.10 0.73 0.73 0.73 0.73 0.10 0.10 0.35 0.18 0.73 Uniform Del: 76.1 28.2 9.0 76.1 28.2 28.2 77.5 58.9 58.9 66.3 50.6 51.1 IncremntDel: 18.5 0.7 0.0 18.7 0.7 0.7 13.1 0.2 0.2 0.9 0.2 4.9 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: 94.6 28.9 9.1 94.8 28.9 28.9 90.6 59.1 59.1 67.2 50.7 55.9 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: 94.6 28.9 9.1 94.8 28.9 28.9 90.6 59.1 59.1 67.2 50.7 55.9 LOS by Move: F C A F C C F E+ E+ E D E+ HCM2kAvgQ: 5 29 2 7 29 29 6 1 1 4 3 20 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 258 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-69
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #27: Mathilda Ave & Almanor Ave

Signal=Protect/Rights=Include
Final Vol: 490 2523*** 95
Lanes: 0 1 3 0 1

Signal=Protect

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

140***

2 Cycle Time (sec): 168

1 399***

0 Loss Time (sec): 12

0 16 0

Critical V/C: 0.727

1 81
1 Avg Crit Del (sec/veh): 35.9

0 16 0

Avg Delay (sec/veh): 33.8

1 81
LOS: C-

Lanes: 1 0 4 0 1
Final Vol: 97*** 3091 126
Signal=Protect/Rights=Overlap

Street Name: Mathilda Ave Almanor Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 7:45 AM - 8:45 AM Base Vol: 97 3091 126 95 2523 490 140 16 16 81 81 399 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: 97 3091 126 95 2523 490 140 16 16 81 81 399 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: 97 3091 126 95 2523 490 140 16 16 81 81 399 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: 97 3091 126 95 2523 490 140 16 16 81 81 399 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 3091 126 95 2523 490 140 16 16 81 81 399 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: 97 3091 126 95 2523 490 140 16 16 81 81 399 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 4.00 1.00 1.00 3.32 0.68 2.00 0.50 0.50 1.00 1.00 1.00 Final Sat.: 1750 7600 1750 1750 6278 1219 3150 900 900 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.41 0.07 0.05 0.40 0.40 0.04 0.02 0.02 0.05 0.04 0.23 Crit Moves: **** **** **** **** Green Time: 12.8 93.2 115.2 12.4 92.8 92.8 10.3 28.3 28.3 22.0 40.1 52.6 Volume/Cap: 0.73 0.73 0.10 0.73 0.73 0.73 0.73 0.11 0.11 0.35 0.18 0.73 Uniform Del: 75.9 28.1 8.9 76.2 28.1 28.1 77.5 59.1 59.1 66.5 50.8 51.4 IncremntDel: 18.1 0.7 0.0 19.3 0.7 0.7 13.0 0.2 0.2 0.9 0.2 4.9 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: 94.0 28.8 9.0 95.5 28.8 28.8 90.5 59.3 59.3 67.4 51.0 56.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 94.0 28.8 9.0 95.5 28.8 28.8 90.5 59.3 59.3 67.4 51.0 56.3 LOS by Move: F C A F C C F E+ E+ E D- E+ HCM2kAvgQ: 5 29 2 7 29 29 6 1 1 4 3 20 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 259 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-70
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #28: Mathilda Ave & San Aleso Ave

Signal=Protect/Rights=Include
Final Vol: 3 1239 45***
Lanes: 0 1 3 0 1

Signal=Permit

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

2 1

Cycle Time (sec): 158

0 15

0 Loss Time (sec): 9

0 1 0

Critical V/C: 0.538

1! 1***
1 Avg Crit Del (sec/veh): 6.2

0 1 0

Avg Delay (sec/veh): 7.3

0 11
LOS: A

Lanes: 1 0 3 0 1
Final Vol: 18 2655*** 30
Signal=Protect/Rights=Include

Street Name: Mathilda Ave San Aleso Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 18 2655 30 45 1239 3 2 1 1 11 1 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: 18 2655 30 45 1239 3 2 1 1 11 1 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: 18 2655 30 45 1239 3 2 1 1 11 1 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: 18 2655 30 45 1239 3 2 1 1 11 1 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 2655 30 45 1239 3 2 1 1 11 1 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: 18 2655 30 45 1239 3 2 1 1 11 1 15 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.92 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 3.00 1.00 1.00 3.99 0.01 1.00 0.50 0.50 0.41 0.04 0.55 Final Sat.: 1750 5700 1750 1750 7482 18 1750 900 900 713 65 972 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.47 0.02 0.03 0.17 0.17 0.00 0.00 0.00 0.02 0.02 0.02 Crit Moves: **** **** **** Green Time: 29.3 132 131.7 7.3 110 109.7 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.06 0.56 0.02 0.56 0.24 0.24 0.02 0.02 0.02 0.24 0.24 0.24 Uniform Del: 52.9 4.1 2.2 73.8 8.9 8.9 69.4 69.4 69.4 70.4 70.4 70.4 IncremntDel: 0.1 0.2 0.0 8.5 0.0 0.0 0.1 0.1 0.1 1.1 1.1 1.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 53.0 4.2 2.2 82.3 8.9 8.9 69.5 69.5 69.5 71.6 71.6 71.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.0 4.2 2.2 82.3 8.9 8.9 69.5 69.5 69.5 71.6 71.6 71.6 LOS by Move: D- A A F A A E E E E E E HCM2kAvgQ: 1 13 0 2 5 5 0 0 0 2 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 260 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-71
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #28: Mathilda Ave & San Aleso Ave

Signal=Protect/Rights=Include
Final Vol: 35 2058 122***
Lanes: 0 1 3 0 1

Signal=Permit

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

3 1

Cycle Time (sec): 158

0 56

0 Loss Time (sec): 9

0 2 0

Critical V/C: 0.663

1! 1***
1 Avg Crit Del (sec/veh): 15.0

0 5 0

Avg Delay (sec/veh): 12.2

0 42
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 34 2846*** 85
Signal=Protect/Rights=Include

Street Name: Mathilda Ave San Aleso Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 34 2846 85 122 2058 35 3 2 5 42 1 56 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: 34 2846 85 122 2058 35 3 2 5 42 1 56 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: 34 2846 85 122 2058 35 3 2 5 42 1 56 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: 34 2846 85 122 2058 35 3 2 5 42 1 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 2846 85 122 2058 35 3 2 5 42 1 56 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: 34 2846 85 122 2058 35 3 2 5 42 1 56 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.92 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 3.00 1.00 1.00 3.93 0.07 1.00 0.29 0.71 0.42 0.01 0.57 Final Sat.: 1750 5700 1750 1750 7374 125 1750 514 1286 742 18 990 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.50 0.05 0.07 0.28 0.28 0.00 0.00 0.00 0.06 0.06 0.06 Crit Moves: **** **** **** Green Time: 18.6 119 118.9 16.6 117 117.0 13.5 13.5 13.5 13.5 13.5 13.5 Volume/Cap: 0.17 0.66 0.06 0.66 0.38 0.38 0.02 0.05 0.05 0.66 0.66 0.66 Uniform Del: 62.7 9.7 5.1 68.0 7.4 7.4 66.2 66.4 66.4 70.1 70.1 70.1 IncremntDel: 0.4 0.4 0.0 8.8 0.0 0.0 0.1 0.1 0.1 10.7 10.7 10.7 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: 63.1 10.0 5.1 76.8 7.4 7.4 66.3 66.5 66.5 80.8 80.8 80.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.1 10.0 5.1 76.8 7.4 7.4 66.3 66.5 66.5 80.8 80.8 80.8 LOS by Move: E B+ A E- A A E E E F F F HCM2kAvgQ: 1 21 1 6 9 9 0 0 0 6 6 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 261 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-72
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #28: Mathilda Ave & San Aleso Ave

Signal=Protect/Rights=Include
Final Vol: 35 2061 123***
Lanes: 0 1 3 0 1

Signal=Permit

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

3 1

Cycle Time (sec): 158

0 56

0 Loss Time (sec): 9

0 2 0

Critical V/C: 0.668

1! 1***
1 Avg Crit Del (sec/veh): 15.0

0 5 0

Avg Delay (sec/veh): 12.2

0 41
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 34 2873*** 84
Signal=Protect/Rights=Include

Street Name: Mathilda Ave San Aleso Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 34 2873 84 123 2061 35 3 2 5 41 1 56 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: 34 2873 84 123 2061 35 3 2 5 41 1 56 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: 34 2873 84 123 2061 35 3 2 5 41 1 56 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: 34 2873 84 123 2061 35 3 2 5 41 1 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 2873 84 123 2061 35 3 2 5 41 1 56 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: 34 2873 84 123 2061 35 3 2 5 41 1 56 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 0.92 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 3.00 1.00 1.00 3.93 0.07 1.00 0.29 0.71 0.42 0.01 0.57 Final Sat.: 1750 5700 1750 1750 7375 125 1750 514 1286 732 18 1000 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.50 0.05 0.07 0.28 0.28 0.00 0.00 0.00 0.06 0.06 0.06 Crit Moves: **** **** **** Green Time: 18.6 119 119.1 16.6 117 117.2 13.2 13.2 13.2 13.2 13.2 13.2 Volume/Cap: 0.17 0.67 0.06 0.67 0.38 0.38 0.02 0.05 0.05 0.67 0.67 0.67 Uniform Del: 62.7 9.6 5.0 68.0 7.3 7.3 66.4 66.6 66.6 70.3 70.3 70.3 IncremntDel: 0.4 0.4 0.0 9.1 0.0 0.0 0.1 0.1 0.1 11.3 11.3 11.3 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: 63.1 10.0 5.0 77.1 7.4 7.4 66.5 66.7 66.7 81.5 81.5 81.5 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: 63.1 10.0 5.0 77.1 7.4 7.4 66.5 66.7 66.7 81.5 81.5 81.5 LOS by Move: E B+ A E- A A E E E F F F HCM2kAvgQ: 1 21 1 6 9 9 0 0 0 6 6 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 262 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-73
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #29: Mathilda Ave & Maude Ave

Signal=Protect/Rights=Overlap
Final Vol: 286 650 132***
Lanes: 1 0 4 0 2

Signal=Protect

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

84***

2 Cycle Time (sec): 169

0 273

0 Loss Time (sec): 12

1 72 1

Critical V/C: 0.773

1 493***
0 Avg Crit Del (sec/veh): 40.8

0 67 1

Avg Delay (sec/veh): 43.6

1 151
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 621 2430*** 46
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Maude Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 621 2430 46 132 650 286 84 72 67 151 493 273 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: 621 2430 46 132 650 286 84 72 67 151 493 273 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: 621 2430 46 132 650 286 84 72 67 151 493 273 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: 621 2430 46 132 650 286 84 72 67 151 493 273 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 621 2430 46 132 650 286 84 72 67 151 493 273 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: 621 2430 46 132 650 286 84 72 67 151 493 273 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 2.00 2.94 0.06 2.00 4.00 1.00 2.00 1.00 1.00 1.00 1.27 0.73 Final Sat.: 3150 5496 104 3150 7600 1750 3150 1900 1750 1750 2380 1318 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.44 0.44 0.04 0.09 0.16 0.03 0.04 0.04 0.09 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 62.0 96.0 96.0 9.1 43.0 50.0 7.0 21.1 83.2 30.8 44.9 44.9 Volume/Cap: 0.54 0.78 0.78 0.78 0.34 0.55 0.64 0.30 0.08 0.47 0.78 0.78 Uniform Del: 42.2 28.3 28.3 79.0 51.3 50.1 79.8 67.2 22.7 61.8 57.4 57.4 IncremntDel: 0.5 1.3 1.3 20.2 0.1 1.3 10.5 0.7 0.0 1.1 4.0 4.0 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: 42.7 29.6 29.6 99.2 51.4 51.3 90.3 68.0 22.7 62.9 61.4 61.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.7 29.6 29.6 99.2 51.4 51.3 90.3 68.0 22.7 62.9 61.4 61.4 LOS by Move: D C C F D- D- F E C+ E E E HCM2kAvgQ: 14 32 32 4 7 13 4 3 2 8 20 20 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 263 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-74
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #29: Mathilda Ave & Maude Ave

Signal=Protect/Rights=Overlap
Final Vol: 617 1356 328***
Lanes: 1 0 4 0 2

Signal=Protect

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

157***

2 Cycle Time (sec): 169

0 377

0 Loss Time (sec): 12

1 95 1

Critical V/C: 0.931

1 493***
0 Avg Crit Del (sec/veh): 60.1

0 191 1

Avg Delay (sec/veh): 55.4

1 151
LOS: E+

Lanes: 2 0 2 1 0
Final Vol: 621 2607*** 58
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Maude Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 621 2607 58 328 1356 617 157 95 191 151 493 377 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 621 2607 58 328 1356 617 157 95 191 151 493 377 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 621 2607 58 328 1356 617 157 95 191 151 493 377 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 621 2607 58 328 1356 617 157 95 191 151 493 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 621 2607 58 328 1356 617 157 95 191 151 493 377 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 621 2607 58 328 1356 617 157 95 191 151 493 377 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 2.00 2.93 0.07 2.00 4.00 1.00 2.00 1.00 1.00 1.00 1.11 0.89 Final Sat.: 3150 5478 122 3150 7600 1750 3150 1900 1750 1750 2095 1602 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.48 0.48 0.10 0.18 0.35 0.05 0.05 0.11 0.09 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 41.5 86.4 86.4 18.9 63.7 72.8 9.0 21.0 62.6 30.7 42.7 42.7 Volume/Cap: 0.80 0.93 0.93 0.93 0.47 0.82 0.93 0.40 0.29 0.48 0.93 0.93 Uniform Del: 59.9 38.5 38.5 74.4 39.9 42.3 79.7 68.2 37.6 61.9 61.7 61.7 IncremntDel: 6.1 6.3 6.3 30.9 0.1 7.0 49.5 1.1 0.3 1.1 15.5 15.5 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: 65.9 44.9 44.9 105.3 40.0 49.3 129.2 69.3 37.9 63.1 77.2 77.2 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: 65.9 44.9 44.9 105.3 40.0 49.3 129.2 69.3 37.9 63.1 77.2 77.2 LOS by Move: E D D F D D F E D+ E E- E- HCM2kAvgQ: 17 41 41 11 13 31 7 5 7 8 26 26 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 264 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-75
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #29: Mathilda Ave & Maude Ave

Signal=Protect/Rights=Overlap
Final Vol: 639 1338 329***
Lanes: 1 0 4 0 2

Signal=Protect

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

156***

2 Cycle Time (sec): 169

0 367

0 Loss Time (sec): 12

1 98 1

Critical V/C: 0.935

1 493***
0 Avg Crit Del (sec/veh): 60.2

0 189 1

Avg Delay (sec/veh): 55.5

1 151
LOS: E+

Lanes: 2 0 2 1 0
Final Vol: 621 2647*** 50
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Maude Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 621 2647 50 329 1338 639 156 98 189 151 493 367 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 621 2647 50 329 1338 639 156 98 189 151 493 367 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 621 2647 50 329 1338 639 156 98 189 151 493 367 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 621 2647 50 329 1338 639 156 98 189 151 493 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 621 2647 50 329 1338 639 156 98 189 151 493 367 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 621 2647 50 329 1338 639 156 98 189 151 493 367 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 2.00 2.94 0.06 2.00 4.00 1.00 2.00 1.00 1.00 1.00 1.12 0.88 Final Sat.: 3150 5496 104 3150 7600 1750 3150 1900 1750 1750 2120 1578 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.20 0.48 0.48 0.10 0.18 0.37 0.05 0.05 0.11 0.09 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 40.7 87.1 87.1 18.9 65.2 74.2 9.0 20.8 61.5 30.3 42.1 42.1 Volume/Cap: 0.82 0.93 0.93 0.93 0.46 0.83 0.93 0.42 0.30 0.48 0.93 0.93 Uniform Del: 60.6 38.3 38.3 74.4 38.7 41.9 79.7 68.6 38.3 62.3 62.1 62.1 IncremntDel: 6.9 6.5 6.5 31.5 0.1 7.7 50.7 1.2 0.3 1.2 16.1 16.1 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: 67.6 44.8 44.8 106.0 38.8 49.6 130.4 69.8 38.6 63.5 78.3 78.3 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: 67.6 44.8 44.8 106.0 38.8 49.6 130.4 69.8 38.6 63.5 78.3 78.3 LOS by Move: E D D F D+ D F E D+ E E- E- HCM2kAvgQ: 17 41 41 12 12 32 7 5 7 8 26 26 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 265 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-76
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #30: Mathilda Ave & Indio Way

Signal=Protect/Rights=Include
Final Vol: 76 842 23***
Lanes: 1 0 3 0 1

Signal=Permit

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

18 0

Cycle Time (sec): 169

1 622***

1 Loss Time (sec): 9

0 0 0

Critical V/C: 0.787

0 17
0 Avg Crit Del (sec/veh): 38.4

1 174 1

Avg Delay (sec/veh): 36.3

0 139
LOS: D+

Lanes: 1 0 3 0 1
Final Vol: 68 2221*** 132
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Indio Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 68 2221 132 23 842 76 18 0 174 139 17 622 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 2221 132 23 842 76 18 0 174 139 17 622 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 2221 132 23 842 76 18 0 174 139 17 622 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 2221 132 23 842 76 18 0 174 139 17 622 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 2221 132 23 842 76 18 0 174 139 17 622 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 2221 132 23 842 76 18 0 174 139 17 622 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 0.00 1.00 0.89 0.11 1.00 Final Sat.: 1750 5700 1750 1750 5700 1750 1800 0 1750 1604 196 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.39 0.08 0.01 0.15 0.04 0.01 0.00 0.10 0.09 0.09 0.36 Crit Moves: **** **** **** Green Time: 20.1 84.7 84.7 7.0 71.6 71.6 68.3 0.0 88.4 68.3 68.3 75.3 Volume/Cap: 0.33 0.78 0.15 0.32 0.35 0.10 0.02 0.00 0.19 0.21 0.21 0.80 Uniform Del: 68.3 34.4 22.7 78.7 32.9 29.3 30.3 0.0 21.4 32.9 32.9 40.3 IncremntDel: 0.9 1.4 0.1 2.5 0.1 0.1 0.0 0.0 0.1 0.1 0.1 5.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Delay/Veh: 69.2 35.8 22.8 81.2 33.0 29.4 30.3 0.0 21.5 33.0 33.0 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: 69.2 35.8 22.8 81.2 33.0 29.4 30.3 0.0 21.5 33.0 33.0 46.1 LOS by Move: E D+ C+ F C- C C A C+ C- C- D HCM2kAvgQ: 3 31 4 1 9 2 1 0 5 5 5 31 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 266 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-77
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #30: Mathilda Ave & Indio Way

Signal=Protect/Rights=Include
Final Vol: 76 1497 32***
Lanes: 0 1 2 0 1

Signal=Protect

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

34***

1 Cycle Time (sec): 169

0 622

0 Loss Time (sec): 12

1 6 0

Critical V/C: 0.991

0 17***
1 Avg Crit Del (sec/veh): 77.4

0 216 0

Avg Delay (sec/veh): 63.2

1 195
LOS: E

Lanes: 1 0 2 1 0
Final Vol: 198 2573*** 385
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Indio Way 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 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 198 2573 385 32 1497 76 34 6 216 195 17 622 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: 198 2573 385 32 1497 76 34 6 216 195 17 622 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: 198 2573 385 32 1497 76 34 6 216 195 17 622 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: 198 2573 385 32 1497 76 34 6 216 195 17 622 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 198 2573 385 32 1497 76 34 6 216 195 17 622 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: 198 2573 385 32 1497 76 34 6 216 195 17 622 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 2.60 0.40 1.00 2.85 0.15 1.00 0.03 0.97 1.00 0.03 0.97 Final Sat.: 1750 4870 729 1750 5329 271 1750 49 1751 1750 48 1752 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.53 0.53 0.02 0.28 0.28 0.02 0.12 0.12 0.11 0.36 0.36 Crit Moves: **** **** **** **** Green Time: 26.6 85.5 85.5 7.0 66.0 66.0 7.0 33.9 60.4 30.6 57.5 64.5 Volume/Cap: 0.72 1.04 1.04 0.44 0.72 0.72 0.47 0.62 0.34 0.62 1.04 0.93 Uniform Del: 67.7 41.7 41.7 79.1 43.7 43.7 79.2 61.6 39.8 63.8 55.8 50.1 IncremntDel: 8.9 29.8 29.8 4.2 1.2 1.2 4.7 3.2 0.3 3.6 48.3 19.3 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: 76.6 71.5 71.5 83.3 44.9 44.9 83.9 64.8 40.1 67.4 104 69.4 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: 76.6 71.5 71.5 83.3 44.9 44.9 83.9 64.8 40.1 67.4 104 69.4 LOS by Move: E- E E F D D F E D E F E HCM2kAvgQ: 10 54 54 2 23 23 2 12 9 11 43 37 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 267 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-78
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #30: Mathilda Ave & Indio Way

Signal=Protect/Rights=Include
Final Vol: 76 1483 32***
Lanes: 0 1 2 0 1

Signal=Protect

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

34***

1 Cycle Time (sec): 169

0 634

0 Loss Time (sec): 12

1 6 0

Critical V/C: 1.001

0 17***
1 Avg Crit Del (sec/veh): 81.2

0 215 0

Avg Delay (sec/veh): 66.1

1 193
LOS: E

Lanes: 1 0 2 1 0
Final Vol: 220 2542*** 428
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Indio Way 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 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 220 2542 428 32 1483 76 34 6 215 193 17 634 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: 220 2542 428 32 1483 76 34 6 215 193 17 634 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: 220 2542 428 32 1483 76 34 6 215 193 17 634 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: 220 2542 428 32 1483 76 34 6 215 193 17 634 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 220 2542 428 32 1483 76 34 6 215 193 17 634 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: 220 2542 428 32 1483 76 34 6 215 193 17 634 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 2.55 0.45 1.00 2.85 0.15 1.00 0.03 0.97 1.00 0.03 0.97 Final Sat.: 1750 4792 807 1750 5327 273 1750 49 1751 1750 47 1753 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.53 0.53 0.02 0.28 0.28 0.02 0.12 0.12 0.11 0.36 0.36 Crit Moves: **** **** **** **** Green Time: 28.6 85.0 85.0 7.0 63.4 63.4 7.0 34.2 62.9 30.7 58.0 65.0 Volume/Cap: 0.74 1.05 1.05 0.44 0.74 0.74 0.47 0.61 0.33 0.61 1.05 0.94 Uniform Del: 66.7 42.0 42.0 79.1 45.7 45.7 79.2 61.3 38.0 63.6 55.5 50.2 IncremntDel: 9.7 33.5 33.5 4.2 1.5 1.5 4.7 2.9 0.3 3.3 51.4 20.9 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: 76.3 75.5 75.5 83.3 47.2 47.2 83.9 64.2 38.3 66.9 107 71.1 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: 76.3 75.5 75.5 83.3 47.2 47.2 83.9 64.2 38.3 66.9 107 71.1 LOS by Move: E- E- E- F D D F E D+ E F E HCM2kAvgQ: 11 55 55 2 23 23 2 11 8 10 44 38 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 268 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-79
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #31: Mathilda Ave & California Ave

Signal=Protect/Rights=Overlap
Final Vol: 222 805 49***
Lanes: 1 0 3 0 1

Signal=Protect

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

52***

1 Cycle Time (sec): 170

1 185

0 Loss Time (sec): 12

0 21 1

Critical V/C: 0.656

1 132***
0 Avg Crit Del (sec/veh): 18.0

0 122 1

Avg Delay (sec/veh): 24.2

1 79
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 117 2400*** 304
Signal=Protect/Rights=Include

Street Name: Mathilda Ave California Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 117 2400 304 49 805 222 52 21 122 79 132 185 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 2400 304 49 805 222 52 21 122 79 132 185 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 117 2400 304 49 805 222 52 21 122 79 132 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 2400 304 49 805 222 52 21 122 79 132 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 2400 304 49 805 222 52 21 122 79 132 185 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 2400 304 49 805 222 52 21 122 79 132 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.65 0.35 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 4970 629 1750 5700 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.48 0.48 0.03 0.14 0.13 0.03 0.01 0.07 0.05 0.07 0.11 Crit Moves: **** **** **** **** Green Time: 42.5 125 125.1 7.3 89.8 97.5 7.7 14.5 57.0 11.2 18.0 25.2 Volume/Cap: 0.27 0.66 0.66 0.66 0.27 0.22 0.66 0.13 0.21 0.69 0.66 0.71 Uniform Del: 51.2 11.5 11.5 80.1 22.0 17.7 79.9 71.9 40.3 77.7 73.0 68.9 IncremntDel: 0.3 0.4 0.4 19.3 0.0 0.1 18.3 0.4 0.2 16.2 7.7 8.9 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: 51.6 11.9 11.9 99.4 22.1 17.8 98.1 72.2 40.5 93.9 80.7 77.8 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: 51.6 11.9 11.9 99.4 22.1 17.8 98.1 72.2 40.5 93.9 80.7 77.8 LOS by Move: D- B+ B+ F C+ B F E D F F E- HCM2kAvgQ: 5 23 23 3 7 6 4 1 5 5 7 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 269 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-80
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #31: Mathilda Ave & California Ave

Signal=Protect/Rights=Overlap
Final Vol: 272 1476 132***
Lanes: 1 0 3 0 1

Signal=Protect

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

110***

1 Cycle Time (sec): 170

1 185

0 Loss Time (sec): 12

0 24 1

Critical V/C: 1.067

1 423***
0 Avg Crit Del (sec/veh): 84.4

0 176 1

Avg Delay (sec/veh): 65.9

1 79
LOS: E

Lanes: 1 0 2 1 0
Final Vol: 117 3167*** 366
Signal=Protect/Rights=Include

Street Name: Mathilda Ave California Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 117 3167 366 132 1476 272 110 24 176 79 423 185 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 3167 366 132 1476 272 110 24 176 79 423 185 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 117 3167 366 132 1476 272 110 24 176 79 423 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 3167 366 132 1476 272 110 24 176 79 423 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 3167 366 132 1476 272 110 24 176 79 423 185 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 3167 366 132 1476 272 110 24 176 79 423 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.68 0.32 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5019 580 1750 5700 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.63 0.63 0.08 0.26 0.16 0.06 0.01 0.10 0.05 0.22 0.11 Crit Moves: **** **** **** **** Green Time: 23.1 101 100.5 12.0 89.4 99.4 10.0 25.7 48.8 19.7 35.5 47.5 Volume/Cap: 0.49 1.07 1.07 1.07 0.49 0.27 1.07 0.08 0.35 0.39 1.07 0.38 Uniform Del: 68.0 34.7 34.7 79.0 25.8 17.3 80.0 62.0 48.0 69.5 67.3 49.4 IncremntDel: 1.6 37.3 37.3 100.1 0.1 0.1 108.0 0.1 0.4 1.2 64.2 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: 69.6 72.0 72.0 179.1 25.9 17.5 187.9 62.1 48.4 70.8 131 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: 69.6 72.0 72.0 179.1 25.9 17.5 187.9 62.1 48.4 70.8 131 49.9 LOS by Move: E E E F C B F E D E F D HCM2kAvgQ: 6 67 67 9 15 7 10 1 8 4 27 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 270 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-81
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #31: Mathilda Ave & California Ave

Signal=Protect/Rights=Overlap
Final Vol: 249 1485 133***
Lanes: 1 0 3 0 1

Signal=Protect

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

136***

1 Cycle Time (sec): 170

1 185

0 Loss Time (sec): 12

0 27 1

Critical V/C: 1.074

1 409***
0 Avg Crit Del (sec/veh): 87.9

0 184 1

Avg Delay (sec/veh): 68.4

1 79
LOS: E

Lanes: 1 0 2 1 0
Final Vol: 117 3118*** 407
Signal=Protect/Rights=Include

Street Name: Mathilda Ave California Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 117 3118 407 133 1485 249 136 27 184 79 409 185 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 3118 407 133 1485 249 136 27 184 79 409 185 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 117 3118 407 133 1485 249 136 27 184 79 409 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 117 3118 407 133 1485 249 136 27 184 79 409 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 3118 407 133 1485 249 136 27 184 79 409 185 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 3118 407 133 1485 249 136 27 184 79 409 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.64 0.36 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 4953 646 1750 5700 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.63 0.63 0.08 0.26 0.14 0.08 0.01 0.11 0.05 0.22 0.11 Crit Moves: **** **** **** **** Green Time: 22.8 99.6 99.6 12.0 88.8 101.1 12.3 26.2 49.0 20.1 34.1 46.1 Volume/Cap: 0.50 1.07 1.07 1.07 0.50 0.24 1.07 0.09 0.36 0.38 1.07 0.39 Uniform Del: 68.3 35.2 35.2 79.0 26.2 16.3 78.9 61.7 48.1 69.2 68.0 50.5 IncremntDel: 1.7 40.1 40.1 102.2 0.1 0.1 101.3 0.1 0.4 1.2 67.4 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: 70.0 75.3 75.3 181.2 26.3 16.4 180.2 61.8 48.5 70.4 135 51.0 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: 70.0 75.3 75.3 181.2 26.3 16.4 180.2 61.8 48.5 70.4 135 51.0 LOS by Move: E E- E- F C B F E D E F D- HCM2kAvgQ: 6 68 68 9 16 6 12 1 8 4 27 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 271 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-82
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #32: Mathilda Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 143 612 172***
Lanes: 0 1 2 0 2

Signal=Protect

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

205***

2 Cycle Time (sec): 170

0 139

0 Loss Time (sec): 12

1 46 0

Critical V/C: 0.773

0 74***
1 Avg Crit Del (sec/veh): 35.9

0 34 0

Avg Delay (sec/veh): 34.3

2 34
LOS: C-

Lanes: 1 0 2 1 0
Final Vol: 20 2641*** 50
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 20 2641 50 172 612 143 205 46 34 34 74 139 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: 20 2641 50 172 612 143 205 46 34 34 74 139 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: 20 2641 50 172 612 143 205 46 34 34 74 139 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: 20 2641 50 172 612 143 205 46 34 34 74 139 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 2641 50 172 612 143 205 46 34 34 74 139 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: 20 2641 50 172 612 143 205 46 34 34 74 139 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.94 0.06 2.00 2.41 0.59 2.00 0.58 0.42 2.00 0.35 0.65 Final Sat.: 1750 5496 104 3150 4538 1060 3150 1035 765 3150 625 1175 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.48 0.48 0.05 0.13 0.13 0.07 0.04 0.04 0.01 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 27.5 106 105.7 12.0 90.1 90.1 14.3 23.7 23.7 16.6 26.0 26.0 Volume/Cap: 0.07 0.77 0.77 0.77 0.25 0.25 0.77 0.32 0.32 0.11 0.77 0.77 Uniform Del: 60.4 23.4 23.4 77.7 21.7 21.7 76.3 65.9 65.9 70.0 69.2 69.2 IncremntDel: 0.1 1.1 1.1 15.4 0.0 0.0 13.2 0.7 0.7 0.2 12.7 12.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 60.5 24.6 24.6 93.1 21.7 21.7 89.4 66.6 66.6 70.1 81.9 81.9 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: 60.5 24.6 24.6 93.1 21.7 21.7 89.4 66.6 66.6 70.1 81.9 81.9 LOS by Move: E C C F C+ C+ F E E E F F HCM2kAvgQ: 1 34 34 6 7 7 8 4 4 1 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 272 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-83
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #32: Mathilda Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 195 1098 463***
Lanes: 0 1 2 0 2

Signal=Protect

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

302***

2 Cycle Time (sec): 170

0 272

0 Loss Time (sec): 12

1 140 0

Critical V/C: 1.125

0 237***
1 Avg Crit Del (sec/veh): 122.0

0 38 0

Avg Delay (sec/veh): 98.8

2 89
LOS: F

Lanes: 1 0 2 1 0
Final Vol: 136 2778*** 132
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 136 2778 132 463 1098 195 302 140 38 89 237 272 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: 136 2778 132 463 1098 195 302 140 38 89 237 272 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: 136 2778 132 463 1098 195 302 140 38 89 237 272 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: 136 2778 132 463 1098 195 302 140 38 89 237 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 136 2778 132 463 1098 195 302 140 38 89 237 272 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: 136 2778 132 463 1098 195 302 140 38 89 237 272 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.86 0.14 2.00 2.53 0.47 2.00 0.79 0.21 2.00 0.47 0.53 Final Sat.: 1750 5346 254 3150 4754 844 3150 1416 384 3150 838 962 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.52 0.52 0.15 0.23 0.23 0.10 0.10 0.10 0.03 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 25.4 78.5 78.5 22.2 75.4 75.4 14.5 40.4 40.4 16.8 42.7 42.7 Volume/Cap: 0.52 1.12 1.12 1.12 0.52 0.52 1.12 0.42 0.42 0.29 1.12 1.12 Uniform Del: 66.7 45.7 45.7 73.9 34.2 34.2 77.8 54.8 54.8 71.0 63.6 63.6 IncremntDel: 1.9 61.8 61.8 82.8 0.2 0.2 92.7 0.7 0.7 0.5 81.0 81.0 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: 68.6 108 107.5 156.7 34.4 34.4 170.5 55.5 55.5 71.5 145 144.6 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: 68.6 108 107.5 156.7 34.4 34.4 170.5 55.5 55.5 71.5 145 144.6 LOS by Move: E F F F C- C- F E+ E+ E F F HCM2kAvgQ: 7 64 64 19 16 16 15 8 8 3 38 38 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 273 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-84
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #32: Mathilda Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 214 1095 468***
Lanes: 0 1 2 0 2

Signal=Protect

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

319***

2 Cycle Time (sec): 170

0 282

0 Loss Time (sec): 12

1 140 0

Critical V/C: 1.121

0 202***
1 Avg Crit Del (sec/veh): 120.4

0 37 0

Avg Delay (sec/veh): 97.6

2 89
LOS: F

Lanes: 1 0 2 1 0
Final Vol: 152 2793*** 137
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 152 2793 137 468 1095 214 319 140 37 89 202 282 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 2793 137 468 1095 214 319 140 37 89 202 282 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 152 2793 137 468 1095 214 319 140 37 89 202 282 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 2793 137 468 1095 214 319 140 37 89 202 282 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 2793 137 468 1095 214 319 140 37 89 202 282 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 2793 137 468 1095 214 319 140 37 89 202 282 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.85 0.15 2.00 2.49 0.51 2.00 0.79 0.21 2.00 0.42 0.58 Final Sat.: 1750 5338 262 3150 4683 915 3150 1424 376 3150 751 1049 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.52 0.52 0.15 0.23 0.23 0.10 0.10 0.10 0.03 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 27.6 79.3 79.3 22.5 74.3 74.3 15.4 39.6 39.6 16.6 40.8 40.8 Volume/Cap: 0.54 1.12 1.12 1.12 0.54 0.54 1.12 0.42 0.42 0.29 1.12 1.12 Uniform Del: 65.3 45.3 45.3 73.7 35.2 35.2 77.3 55.5 55.5 71.3 64.6 64.6 IncremntDel: 2.0 60.3 60.3 81.3 0.2 0.2 90.0 0.7 0.7 0.5 80.6 80.6 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: 67.3 106 105.6 155.0 35.4 35.4 167.3 56.2 56.2 71.8 145 145.2 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: 67.3 106 105.6 155.0 35.4 35.4 167.3 56.2 56.2 71.8 145 145.2 LOS by Move: E F F F D+ D+ F E+ E+ E F F HCM2kAvgQ: 7 64 64 19 16 16 15 8 8 3 36 36 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 274 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-85
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #33: Mathilda Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 50 602 43***
Lanes: 0 1 2 0 2

Signal=Protect

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

62 1

Cycle Time (sec): 170

1 73

0 Loss Time (sec): 12

0 18*** 0

Critical V/C: 0.575

0 0
1 Avg Crit Del (sec/veh): 10.4

0 18 0

Avg Delay (sec/veh): 14.1

2 25***
LOS: B

Lanes: 1 0 2 1 0
Final Vol: 32 2657*** 101
Signal=Protect/Rights=Include

Street Name: Mathilda 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 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 32 2657 101 43 602 50 62 18 18 25 0 73 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 32 2657 101 43 602 50 62 18 18 25 0 73 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 2657 101 43 602 50 62 18 18 25 0 73 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: 32 2657 101 43 602 50 62 18 18 25 0 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 2657 101 43 602 50 62 18 18 25 0 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 2657 101 43 602 50 62 18 18 25 0 73 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.92 0.95 0.95 0.83 1.00 0.92 Lanes: 1.00 2.89 0.11 2.00 2.76 0.24 1.00 0.50 0.50 2.00 0.00 1.00 Final Sat.: 1750 5395 205 3150 5170 429 1750 900 900 3150 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.49 0.49 0.01 0.12 0.12 0.04 0.02 0.02 0.01 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 36.8 134 134.0 7.0 104 104.2 10.1 10.0 10.0 7.0 0.0 14.0 Volume/Cap: 0.08 0.62 0.62 0.33 0.19 0.19 0.60 0.34 0.34 0.19 0.00 0.51 Uniform Del: 53.1 7.5 7.5 79.2 14.4 14.4 78.0 76.8 76.8 78.8 0.0 74.7 IncremntDel: 0.1 0.3 0.3 1.5 0.0 0.0 9.1 1.9 1.9 0.7 0.0 2.9 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 0.00 1.00 Delay/Veh: 53.2 7.8 7.8 80.7 14.5 14.5 87.0 78.7 78.7 79.5 0.0 77.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.2 7.8 7.8 80.7 14.5 14.5 87.0 78.7 78.7 79.5 0.0 77.6 LOS by Move: D- A A F B B F E- E- E- A E- HCM2kAvgQ: 1 20 20 1 5 5 4 2 2 1 0 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 275 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-86
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #33: Mathilda Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 55 937 210***
Lanes: 0 1 2 0 2

Signal=Protect

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

74***

1 Cycle Time (sec): 170

1 255***

0 Loss Time (sec): 12

0 22 0

Critical V/C: 0.796

0 0
1 Avg Crit Del (sec/veh): 29.5

0 18 0

Avg Delay (sec/veh): 29.1

2 167
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 47 2762*** 327
Signal=Protect/Rights=Include

Street Name: Mathilda 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 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 47 2762 327 210 937 55 74 22 18 167 0 255 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: 47 2762 327 210 937 55 74 22 18 167 0 255 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: 47 2762 327 210 937 55 74 22 18 167 0 255 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: 47 2762 327 210 937 55 74 22 18 167 0 255 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 2762 327 210 937 55 74 22 18 167 0 255 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: 47 2762 327 210 937 55 74 22 18 167 0 255 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.83 1.00 0.92 Lanes: 1.00 2.67 0.33 2.00 2.83 0.17 1.00 0.55 0.45 2.00 0.00 1.00 Final Sat.: 1750 5006 593 3150 5289 310 1750 990 810 3150 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.55 0.55 0.07 0.18 0.18 0.04 0.02 0.02 0.05 0.00 0.15 Crit Moves: **** **** **** **** Green Time: 24.9 118 117.8 14.2 107 107.2 9.0 13.6 13.6 12.3 0.0 31.1 Volume/Cap: 0.18 0.80 0.80 0.80 0.28 0.28 0.80 0.28 0.28 0.73 0.00 0.80 Uniform Del: 63.6 17.8 17.8 76.5 14.1 14.1 79.6 73.5 73.5 77.3 0.0 66.4 IncremntDel: 0.3 1.2 1.2 15.4 0.0 0.0 36.4 1.0 1.0 11.6 0.0 12.9 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 0.00 1.00 Delay/Veh: 64.0 19.1 19.1 91.8 14.2 14.2 116.0 74.6 74.6 88.9 0.0 79.3 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: 64.0 19.1 19.1 91.8 14.2 14.2 116.0 74.6 74.6 88.9 0.0 79.3 LOS by Move: E B- B- F B B F E E F A E- HCM2kAvgQ: 2 37 37 7 8 8 6 2 2 7 0 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 276 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-87
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #33: Mathilda Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 60 943 204***
Lanes: 0 1 2 0 2

Signal=Protect

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

80***

1 Cycle Time (sec): 170

1 280***

0 Loss Time (sec): 12

0 28 0

Critical V/C: 0.815

0 0
1 Avg Crit Del (sec/veh): 31.9

0 18 0

Avg Delay (sec/veh): 30.9

2 156
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 55 2777*** 313
Signal=Protect/Rights=Include

Street Name: Mathilda 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 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 55 2777 313 204 943 60 80 28 18 156 0 280 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: 55 2777 313 204 943 60 80 28 18 156 0 280 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: 55 2777 313 204 943 60 80 28 18 156 0 280 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: 55 2777 313 204 943 60 80 28 18 156 0 280 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 2777 313 204 943 60 80 28 18 156 0 280 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: 55 2777 313 204 943 60 80 28 18 156 0 280 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.83 1.00 0.92 Lanes: 1.00 2.68 0.32 2.00 2.81 0.19 1.00 0.61 0.39 2.00 0.00 1.00 Final Sat.: 1750 5032 567 3150 5265 335 1750 1096 704 3150 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.55 0.55 0.06 0.18 0.18 0.05 0.03 0.03 0.05 0.00 0.16 Crit Moves: **** **** **** **** Green Time: 24.0 115 115.1 13.5 105 104.6 9.5 16.0 16.0 13.4 0.0 33.4 Volume/Cap: 0.22 0.82 0.82 0.82 0.29 0.29 0.82 0.27 0.27 0.63 0.00 0.82 Uniform Del: 64.7 19.8 19.8 77.0 15.3 15.3 79.4 71.6 71.6 75.9 0.0 65.4 IncremntDel: 0.5 1.4 1.4 18.3 0.0 0.0 38.8 0.9 0.9 5.0 0.0 13.9 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 0.00 1.00 Delay/Veh: 65.2 21.2 21.2 95.3 15.4 15.4 118.2 72.5 72.5 80.8 0.0 79.3 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: 65.2 21.2 21.2 95.3 15.4 15.4 118.2 72.5 72.5 80.8 0.0 79.3 LOS by Move: E C+ C+ F B B F E E F A E- HCM2kAvgQ: 3 39 39 7 8 8 6 2 2 6 0 17 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 277 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-88
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #34: Mathilda Ave & Iowa Ave

Signal=Protect/Rights=Include
Final Vol: 32 584 28***
Lanes: 0 1 2 0 2

Signal=Protect

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

71***

1 Cycle Time (sec): 170

1 62

0 Loss Time (sec): 12

0 38 1

Critical V/C: 0.557

1 25***
1 Avg Crit Del (sec/veh): 12.4

0 18 0

Avg Delay (sec/veh): 15.7

2 24
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 16 2596*** 29
Signal=Protect/Rights=Overlap

Street Name: Mathilda Av Iowa Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 16 2596 29 28 584 32 71 38 18 24 25 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: 16 2596 29 28 584 32 71 38 18 24 25 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: 16 2596 29 28 584 32 71 38 18 24 25 62 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: 16 2596 29 28 584 32 71 38 18 24 25 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 2596 29 28 584 32 71 38 18 24 25 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: 16 2596 29 28 584 32 71 38 18 24 25 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 0.83 0.98 0.95 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.84 0.16 1.00 1.34 0.66 2.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5309 291 1750 2510 1189 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.46 0.02 0.01 0.11 0.11 0.04 0.02 0.02 0.01 0.01 0.04 Crit Moves: **** **** **** **** Green Time: 37.2 129 138.3 7.0 99.3 99.3 11.5 12.7 12.7 8.9 10.0 17.0 Volume/Cap: 0.04 0.60 0.02 0.22 0.19 0.19 0.60 0.20 0.20 0.15 0.22 0.35 Uniform Del: 52.4 8.9 3.0 78.8 16.5 16.5 77.0 73.9 73.9 77.0 76.3 71.4 IncremntDel: 0.0 0.2 0.0 0.8 0.0 0.0 8.1 0.4 0.4 0.4 1.0 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: 52.4 9.1 3.0 79.7 16.5 16.5 85.1 74.3 74.3 77.4 77.3 72.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.4 9.1 3.0 79.7 16.5 16.5 85.1 74.3 74.3 77.4 77.3 72.6 LOS by Move: D- A A E- B B F E E E- E- E HCM2kAvgQ: 1 19 0 1 5 5 5 2 2 1 1 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 278 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-89
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #34: Mathilda Ave & Iowa Ave

Signal=Protect/Rights=Include
Final Vol: 48 999 69***
Lanes: 0 1 2 0 2

Signal=Protect

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

71 1

Cycle Time (sec): 170

1 62

0 Loss Time (sec): 12

0 151*** 1

Critical V/C: 0.676

1 85
1 Avg Crit Del (sec/veh): 18.8

0 95 0

Avg Delay (sec/veh): 20.2

2 34***
LOS: C+

Lanes: 1 0 3 0 1
Final Vol: 51 3014*** 260
Signal=Protect/Rights=Overlap

Street Name: Mathilda Av Iowa Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 51 3014 260 69 999 48 71 151 95 34 85 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: 51 3014 260 69 999 48 71 151 95 34 85 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: 51 3014 260 69 999 48 71 151 95 34 85 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 51 3014 260 69 999 48 71 151 95 34 85 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 3014 260 69 999 48 71 151 95 34 85 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: 51 3014 260 69 999 48 71 151 95 34 85 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 0.83 0.98 0.95 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.86 0.14 1.00 1.21 0.79 2.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5343 257 1750 2270 1428 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.53 0.15 0.02 0.19 0.19 0.04 0.07 0.07 0.01 0.04 0.04 Crit Moves: **** **** **** **** Green Time: 24.3 128 134.9 7.0 111 110.6 9.5 16.1 16.1 7.0 13.6 20.6 Volume/Cap: 0.20 0.70 0.19 0.53 0.29 0.29 0.73 0.70 0.70 0.26 0.56 0.29 Uniform Del: 64.3 11.1 4.3 79.9 12.8 12.8 79.0 74.6 74.6 79.0 75.3 68.1 IncremntDel: 0.4 0.5 0.1 4.2 0.0 0.0 23.5 6.3 6.3 1.1 4.7 0.8 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: 64.7 11.6 4.3 84.1 12.8 12.8 102.5 81.0 81.0 80.1 80.0 68.8 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: 64.7 11.6 4.3 84.1 12.8 12.8 102.5 81.0 81.0 80.1 80.0 68.8 LOS by Move: E B+ A F B B F F F F E- E HCM2kAvgQ: 2 26 3 2 8 8 5 8 8 1 5 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 279 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-90
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #34: Mathilda Ave & Iowa Ave

Signal=Protect/Rights=Include
Final Vol: 57 988 70***
Lanes: 0 1 2 0 2

Signal=Protect

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

85***

1 Cycle Time (sec): 170

1 62

0 Loss Time (sec): 12

0 142 1

Critical V/C: 0.699

1 87***
1 Avg Crit Del (sec/veh): 17.4

0 97 0

Avg Delay (sec/veh): 21.1

2 39
LOS: C+

Lanes: 1 0 3 0 1
Final Vol: 72 3037*** 244
Signal=Protect/Rights=Overlap

Street Name: Mathilda Av Iowa Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 72 3037 244 70 988 57 85 142 97 39 87 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: 72 3037 244 70 988 57 85 142 97 39 87 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: 72 3037 244 70 988 57 85 142 97 39 87 62 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: 72 3037 244 70 988 57 85 142 97 39 87 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 3037 244 70 988 57 85 142 97 39 87 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: 72 3037 244 70 988 57 85 142 97 39 87 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 0.83 0.98 0.95 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.83 0.17 1.00 1.17 0.83 2.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5294 305 1750 2197 1501 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.53 0.14 0.02 0.19 0.19 0.05 0.06 0.06 0.01 0.05 0.04 Crit Moves: **** **** **** **** Green Time: 24.5 128 137.1 7.0 111 110.8 11.7 13.9 13.9 8.8 11.0 18.0 Volume/Cap: 0.29 0.71 0.17 0.54 0.29 0.29 0.71 0.79 0.79 0.24 0.71 0.33 Uniform Del: 65.0 11.0 3.7 79.9 12.7 12.7 77.5 76.6 76.6 77.3 77.9 70.4 IncremntDel: 0.6 0.5 0.1 4.5 0.0 0.0 17.4 13.3 13.3 0.8 17.1 1.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 65.6 11.5 3.8 84.4 12.7 12.7 94.9 89.9 89.9 78.1 95.0 71.5 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: 65.6 11.5 3.8 84.4 12.7 12.7 94.9 89.9 89.9 78.1 95.0 71.5 LOS by Move: E B+ A F B B F F F E- F E HCM2kAvgQ: 3 26 3 2 8 8 6 8 8 1 6 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 280 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-91
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #35: Mathilda Ave & Olive Ave

Signal=Protect/Rights=Include
Final Vol: 62 493 23***
Lanes: 1 0 3 0 1

Signal=Permit

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

86 0

Cycle Time (sec): 170

1 61

1 Loss Time (sec): 9

0 32*** 0

Critical V/C: 0.559

0 98
0 Avg Crit Del (sec/veh): 10.6

1 26 1

Avg Delay (sec/veh): 15.5

0 19
LOS: B

Lanes: 1 0 2 1 0
Final Vol: 54 2500*** 24
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Olive Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 54 2500 24 23 493 62 86 32 26 19 98 61 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 2500 24 23 493 62 86 32 26 19 98 61 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 54 2500 24 23 493 62 86 32 26 19 98 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 2500 24 23 493 62 86 32 26 19 98 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 2500 24 23 493 62 86 32 26 19 98 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 2500 24 23 493 62 86 32 26 19 98 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.97 0.03 1.00 3.00 1.00 0.73 0.27 1.00 0.16 0.84 1.00 Final Sat.: 1750 5547 53 1750 5700 1750 1312 488 1750 292 1508 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.45 0.45 0.01 0.09 0.04 0.07 0.07 0.01 0.07 0.07 0.03 Crit Moves: **** **** **** Green Time: 45.6 134 134.4 7.0 95.8 95.8 19.6 19.6 65.2 19.6 19.6 26.6 Volume/Cap: 0.11 0.57 0.57 0.32 0.15 0.06 0.57 0.57 0.04 0.57 0.57 0.22 Uniform Del: 46.9 6.8 6.8 79.2 17.7 16.8 71.2 71.2 32.8 71.2 71.2 62.7 IncremntDel: 0.1 0.2 0.2 2.6 0.0 0.0 3.8 3.8 0.0 3.6 3.6 0.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.1 6.9 6.9 81.7 17.7 16.8 75.0 75.0 32.8 74.8 74.8 63.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.1 6.9 6.9 81.7 17.7 16.8 75.0 75.0 32.8 74.8 74.8 63.1 LOS by Move: D A A F B B E E C- E E E HCM2kAvgQ: 2 16 16 1 4 2 7 7 1 7 7 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 281 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-92
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative no ECRSP AM
Intersection #35: Mathilda Ave & Olive Ave

Signal=Protect/Rights=Include
Final Vol: 206 853 86***
Lanes: 1 0 3 0 1

Signal=Permit

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

158

0 Cycle Time (sec): 170

1 61

1 Loss Time (sec): 9

0 102*** 0

Critical V/C: 0.817

0 196
0 Avg Crit Del (sec/veh): 25.4

1 42 1

Avg Delay (sec/veh): 27.9

0 54
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 104 3105*** 144
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Olive Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 104 3105 144 86 853 206 158 102 42 54 196 61 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 3105 144 86 853 206 158 102 42 54 196 61 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 104 3105 144 86 853 206 158 102 42 54 196 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 3105 144 86 853 206 158 102 42 54 196 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 3105 144 86 853 206 158 102 42 54 196 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 104 3105 144 86 853 206 158 102 42 54 196 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.86 0.14 1.00 3.00 1.00 0.61 0.39 1.00 0.22 0.78 1.00 Final Sat.: 1750 5351 248 1750 5700 1750 1094 706 1750 389 1411 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.58 0.58 0.05 0.15 0.12 0.14 0.14 0.02 0.14 0.14 0.03 Crit Moves: **** **** **** Green Time: 37.2 121 120.7 10.2 93.7 93.7 30.1 30.1 67.3 30.1 30.1 40.3 Volume/Cap: 0.27 0.82 0.82 0.82 0.27 0.21 0.82 0.82 0.06 0.79 0.79 0.15 Uniform Del: 55.1 17.0 17.0 79.0 20.1 19.4 67.3 67.3 31.8 66.9 66.9 51.3 IncremntDel: 0.4 1.4 1.4 37.2 0.0 0.1 15.1 15.1 0.0 12.1 12.1 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: 55.5 18.4 18.4 116.2 20.2 19.5 82.4 82.4 31.8 79.0 79.0 51.4 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: 55.5 18.4 18.4 116.2 20.2 19.5 82.4 82.4 31.8 79.0 79.0 51.4 LOS by Move: E+ B- B- F C+ B- F F C E- E- D- HCM2kAvgQ: 4 36 36 5 7 6 16 16 1 15 15 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 282 of 557 ends

COMPARE Fri Jan 24 10:02:03 2020 Page 3-93
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #35: Mathilda Ave & Olive Ave

Signal=Protect/Rights=Include
Final Vol: 187 859 88***
Lanes: 1 0 3 0 1

Signal=Permit

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

196

0 Cycle Time (sec): 170

1 61

1 Loss Time (sec): 9

0 115*** 0

Critical V/C: 0.851

0 206
0 Avg Crit Del (sec/veh): 29.8

1 50 1

Avg Delay (sec/veh): 31.6

0 67
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 122 3119*** 144
Signal=Protect/Rights=Include

Street Name: Mathilda Ave Olive Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 122 3119 144 88 859 187 196 115 50 67 206 61 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: 122 3119 144 88 859 187 196 115 50 67 206 61 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: 122 3119 144 88 859 187 196 115 50 67 206 61 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: 122 3119 144 88 859 187 196 115 50 67 206 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 3119 144 88 859 187 196 115 50 67 206 61 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: 122 3119 144 88 859 187 196 115 50 67 206 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.86 0.14 1.00 3.00 1.00 0.63 0.37 1.00 0.25 0.75 1.00 Final Sat.: 1750 5353 247 1750 5700 1750 1134 666 1750 442 1358 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.58 0.58 0.05 0.15 0.11 0.17 0.17 0.03 0.15 0.15 0.03 Crit Moves: **** **** **** Green Time: 40.0 116 116.4 10.0 86.5 86.5 34.5 34.5 74.5 34.5 34.5 44.6 Volume/Cap: 0.30 0.85 0.85 0.85 0.30 0.21 0.85 0.85 0.07 0.75 0.75 0.13 Uniform Del: 53.4 20.2 20.2 79.2 24.2 23.0 65.3 65.3 27.6 63.6 63.6 47.9 IncremntDel: 0.4 2.0 2.0 45.2 0.1 0.1 17.1 17.1 0.0 8.2 8.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 53.8 22.2 22.2 124.4 24.2 23.1 82.3 82.3 27.6 71.8 71.8 48.1 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: 53.8 22.2 22.2 124.4 24.2 23.1 82.3 82.3 27.6 71.8 71.8 48.1 LOS by Move: D- C+ C+ F C C F F C E E D HCM2kAvgQ: 5 40 40 5 8 6 19 19 2 15 15 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 283 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #36: Mathilda Ave & Sunnyvale-Saratoga Rd

Signal=Protect/Rights=Include
Final Vol: 8 430 37***
Lanes: 0 1 2 0 1

Signal=Protect

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

15 1

Cycle Time (sec): 172

0 21

0 Loss Time (sec): 12

1 7*** 0

Critical V/C: 0.504

0 2
1 Avg Crit Del (sec/veh): 21.1

0 15 0

Avg Delay (sec/veh): 22.7

2 245***
LOS: C+

Lanes: 1 0 3 0 0
Final Vol: 25 2041*** 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 << 8:00 AM - 9:00 AM Base Vol: 25 2041 0 37 430 8 15 7 15 245 2 21 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 2041 0 37 430 8 15 7 15 245 2 21 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 2041 0 37 430 8 15 7 15 245 2 21 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: 25 2041 0 37 430 8 15 7 15 245 2 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 2041 0 37 430 8 15 7 15 245 2 21 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: 25 2041 0 37 430 8 15 7 15 245 2 21 ------------|---------------||---------------||---------------||---------------| 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 2.94 0.06 1.00 0.32 0.68 2.00 0.09 0.91 Final Sat.: 1750 5700 0 1750 5498 102 1750 573 1227 3150 157 1643 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.36 0.00 0.02 0.08 0.08 0.01 0.01 0.01 0.08 0.01 0.01 Crit Moves: **** **** **** **** Green Time: 42.6 117 0.0 7.0 81.9 81.9 14.6 10.0 10.0 25.5 20.9 20.9 Volume/Cap: 0.06 0.52 0.00 0.52 0.16 0.16 0.10 0.21 0.21 0.52 0.11 0.11 Uniform Del: 49.4 13.5 0.0 80.9 25.6 25.6 72.6 77.2 77.2 67.6 67.2 67.2 IncremntDel: 0.1 0.1 0.0 6.7 0.0 0.0 0.3 1.0 1.0 1.1 0.2 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 49.4 13.6 0.0 87.5 25.6 25.6 72.9 78.2 78.2 68.7 67.4 67.4 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: 49.4 13.6 0.0 87.5 25.6 25.6 72.9 78.2 78.2 68.7 67.4 67.4 LOS by Move: D B A F C C E E- E- E E E HCM2kAvgQ: 1 17 0 2 4 4 1 1 1 8 1 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 284 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #36: Mathilda Ave & Sunnyvale-Saratoga Rd

Signal=Protect/Rights=Include
Final Vol: 8 622 66***
Lanes: 0 1 2 0 1

Signal=Protect

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

15 1

Cycle Time (sec): 172

0 27

0 Loss Time (sec): 12

1 7*** 0

Critical V/C: 0.637

0 2
1 Avg Crit Del (sec/veh): 27.5

0 15 0

Avg Delay (sec/veh): 27.3

2 349***
LOS: C

Lanes: 1 0 3 0 0
Final Vol: 25 2460*** 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 << 8:00 AM - 9:00 AM Base Vol: 25 2460 0 66 622 8 15 7 15 349 2 27 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 2460 0 66 622 8 15 7 15 349 2 27 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 2460 0 66 622 8 15 7 15 349 2 27 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: 25 2460 0 66 622 8 15 7 15 349 2 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 2460 0 66 622 8 15 7 15 349 2 27 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: 25 2460 0 66 622 8 15 7 15 349 2 27 ------------|---------------||---------------||---------------||---------------| 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 0.32 0.68 2.00 0.07 0.93 Final Sat.: 1750 5700 0 1750 5529 71 1750 573 1227 3150 124 1676 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.43 0.00 0.04 0.11 0.11 0.01 0.01 0.01 0.11 0.02 0.02 Crit Moves: **** **** **** **** Green Time: 32.2 112 0.0 9.8 89.1 89.1 15.9 10.0 10.0 28.6 22.7 22.7 Volume/Cap: 0.08 0.67 0.00 0.67 0.22 0.22 0.09 0.21 0.21 0.67 0.12 0.12 Uniform Del: 57.6 18.7 0.0 79.5 22.5 22.5 71.4 77.2 77.2 67.2 65.8 65.8 IncremntDel: 0.1 0.5 0.0 15.8 0.0 0.0 0.2 1.0 1.0 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 57.7 19.1 0.0 95.3 22.5 22.5 71.7 78.2 78.2 70.4 66.1 66.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.7 19.1 0.0 95.3 22.5 22.5 71.7 78.2 78.2 70.4 66.1 66.1 LOS by Move: E+ B- A F C+ C+ E E- E- E E E HCM2kAvgQ: 1 25 0 4 6 6 1 1 1 11 1 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 285 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #36: Mathilda Ave & Sunnyvale-Saratoga Rd

Signal=Protect/Rights=Include
Final Vol: 8 644 70***
Lanes: 0 1 2 0 1

Signal=Protect

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

15 1

Cycle Time (sec): 172

0 31

0 Loss Time (sec): 12

1 7*** 0

Critical V/C: 0.649

0 2
1 Avg Crit Del (sec/veh): 29.3

0 15 0

Avg Delay (sec/veh): 28.9

2 383***
LOS: C

Lanes: 1 0 3 0 0
Final Vol: 25 2450*** 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 << 8:00 AM - 9:00 AM Base Vol: 25 2450 0 70 644 8 15 7 15 383 2 31 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 2450 0 70 644 8 15 7 15 383 2 31 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 2450 0 70 644 8 15 7 15 383 2 31 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: 25 2450 0 70 644 8 15 7 15 383 2 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 2450 0 70 644 8 15 7 15 383 2 31 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: 25 2450 0 70 644 8 15 7 15 383 2 31 ------------|---------------||---------------||---------------||---------------| 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 0.32 0.68 2.00 0.06 0.94 Final Sat.: 1750 5700 0 1750 5531 69 1750 573 1227 3150 109 1691 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.43 0.00 0.04 0.12 0.12 0.01 0.01 0.01 0.12 0.02 0.02 Crit Moves: **** **** **** **** Green Time: 30.9 109 0.0 10.1 88.3 88.3 16.8 10.0 10.0 30.8 24.0 24.0 Volume/Cap: 0.08 0.68 0.00 0.68 0.23 0.23 0.09 0.21 0.21 0.68 0.13 0.13 Uniform Del: 58.7 20.2 0.0 79.3 23.1 23.1 70.6 77.2 77.2 65.9 64.8 64.8 IncremntDel: 0.1 0.5 0.0 16.6 0.0 0.0 0.2 1.0 1.0 3.3 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: 58.9 20.8 0.0 96.0 23.1 23.1 70.8 78.2 78.2 69.3 65.1 65.1 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: 58.9 20.8 0.0 96.0 23.1 23.1 70.8 78.2 78.2 69.3 65.1 65.1 LOS by Move: E+ C+ A F C C E E- E- E E E HCM2kAvgQ: 1 25 0 4 6 6 1 1 1 12 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 286 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #38: Sunnyvale-Saratoga Rd & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 264 697 108***
Lanes: 0 1 2 0 2

Signal=Protect

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

329***

2 Cycle Time (sec): 171

1 188

0 Loss Time (sec): 12

0 412 2

Critical V/C: 0.817

2 704***
1 Avg Crit Del (sec/veh): 48.5

0 116 0

Avg Delay (sec/veh): 49.0

2 176
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 253 2310*** 129
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: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 253 2310 129 108 697 264 329 412 116 176 704 188 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: 253 2310 129 108 697 264 329 412 116 176 704 188 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: 253 2310 129 108 697 264 329 412 116 176 704 188 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: 253 2310 129 108 697 264 329 412 116 176 704 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 2310 129 108 697 264 329 412 116 176 704 188 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: 253 2310 129 108 697 264 329 412 116 176 704 188 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 1.00 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.84 0.16 2.00 2.15 0.85 2.00 2.32 0.68 2.00 2.00 1.00 Final Sat.: 3150 5303 296 3150 4060 1538 3150 4368 1230 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.44 0.44 0.03 0.17 0.17 0.10 0.09 0.09 0.06 0.19 0.11 Crit Moves: **** **** **** **** Green Time: 31.3 91.2 91.2 7.2 67.0 67.0 21.9 38.1 38.1 22.6 38.8 46.0 Volume/Cap: 0.44 0.82 0.82 0.82 0.44 0.44 0.82 0.42 0.42 0.42 0.82 0.40 Uniform Del: 62.0 33.0 33.0 81.3 38.2 38.2 72.6 57.0 57.0 68.2 62.7 51.2 IncremntDel: 0.5 1.9 1.9 31.2 0.1 0.1 12.3 0.2 0.2 0.7 6.1 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: 62.5 34.9 34.9 112.4 38.3 38.3 84.9 57.3 57.3 68.9 68.9 51.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.5 34.9 34.9 112.4 38.3 38.3 84.9 57.3 57.3 68.9 68.9 51.8 LOS by Move: E C- C- F D+ D+ F E+ E+ E E D- HCM2kAvgQ: 7 35 35 4 12 12 11 8 8 5 18 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 287 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #38: Sunnyvale-Saratoga Rd & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 264 936 153***
Lanes: 0 1 2 0 2

Signal=Protect

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

329***

2 Cycle Time (sec): 171

1 516***

0 Loss Time (sec): 12

0 794 2

Critical V/C: 0.938

2 877
1 Avg Crit Del (sec/veh): 60.7

0 139 0

Avg Delay (sec/veh): 58.7

2 236
LOS: E+

Lanes: 2 0 2 1 0
Final Vol: 275 2318*** 327
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: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 275 2318 327 153 936 264 329 794 139 236 877 516 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: 275 2318 327 153 936 264 329 794 139 236 877 516 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: 275 2318 327 153 936 264 329 794 139 236 877 516 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: 275 2318 327 153 936 264 329 794 139 236 877 516 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 275 2318 327 153 936 264 329 794 139 236 877 516 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: 275 2318 327 153 936 264 329 794 139 236 877 516 ------------|---------------||---------------||---------------||---------------| 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 2.62 0.38 2.00 2.32 0.68 2.00 2.54 0.46 2.00 2.00 1.00 Final Sat.: 3150 4907 692 3150 4366 1232 3150 4765 834 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.47 0.47 0.05 0.21 0.21 0.10 0.17 0.17 0.07 0.23 0.29 Crit Moves: **** **** **** **** Green Time: 27.5 86.2 86.2 8.9 67.5 67.5 19.1 44.1 44.1 19.8 44.9 53.8 Volume/Cap: 0.54 0.94 0.94 0.94 0.54 0.54 0.94 0.65 0.65 0.65 0.88 0.94 Uniform Del: 66.0 39.9 39.9 80.8 39.8 39.8 75.4 56.5 56.5 72.2 60.4 57.0 IncremntDel: 1.2 6.9 6.9 52.2 0.3 0.3 32.3 1.0 1.0 4.0 9.0 23.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 67.2 46.8 46.8 133.0 40.1 40.1 107.6 57.5 57.5 76.2 69.4 80.9 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: 67.2 46.8 46.8 133.0 40.1 40.1 107.6 57.5 57.5 76.2 69.4 80.9 LOS by Move: E D D F D D F E+ E+ E- E F HCM2kAvgQ: 7 41 41 6 16 16 12 14 14 7 23 31 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 288 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #38: Sunnyvale-Saratoga Rd & Fremont Ave

Signal=Protect/Rights=Include
Final Vol: 264 974 149***
Lanes: 0 1 2 0 2

Signal=Protect

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

329***

2 Cycle Time (sec): 171

1 500

0 Loss Time (sec): 12

0 794 2

Critical V/C: 0.935

2 920***
1 Avg Crit Del (sec/veh): 61.2

0 145 0

Avg Delay (sec/veh): 59.0

2 228
LOS: E+

Lanes: 2 0 2 1 0
Final Vol: 274 2344*** 318
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: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 274 2344 318 149 974 264 329 794 145 228 920 500 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: 274 2344 318 149 974 264 329 794 145 228 920 500 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: 274 2344 318 149 974 264 329 794 145 228 920 500 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: 274 2344 318 149 974 264 329 794 145 228 920 500 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 274 2344 318 149 974 264 329 794 145 228 920 500 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: 274 2344 318 149 974 264 329 794 145 228 920 500 ------------|---------------||---------------||---------------||---------------| 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 2.63 0.37 2.00 2.34 0.66 2.00 2.52 0.48 2.00 2.00 1.00 Final Sat.: 3150 4930 669 3150 4404 1194 3150 4734 865 3150 3800 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.48 0.48 0.05 0.22 0.22 0.10 0.17 0.17 0.07 0.24 0.29 Crit Moves: **** **** **** **** Green Time: 27.0 87.0 87.0 8.7 68.6 68.6 19.1 44.3 44.3 19.1 44.3 52.9 Volume/Cap: 0.55 0.93 0.93 0.93 0.55 0.55 0.93 0.65 0.65 0.65 0.93 0.92 Uniform Del: 66.4 39.4 39.4 80.9 39.3 39.3 75.3 56.4 56.4 72.7 61.9 57.1 IncremntDel: 1.3 6.6 6.6 52.2 0.3 0.3 31.6 1.0 1.0 4.2 15.4 21.5 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: 67.7 46.0 46.0 133.1 39.6 39.6 107.0 57.5 57.5 76.9 77.4 78.6 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: 67.7 46.0 46.0 133.1 39.6 39.6 107.0 57.5 57.5 76.9 77.4 78.6 LOS by Move: E D D F D D F E+ E+ E- E- E- HCM2kAvgQ: 7 41 41 5 16 16 11 14 14 7 26 30 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 289 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #39: Sunnyvale-Saratoga Rd & Homestead Rd

Signal=Protect/Rights=Overlap
Final Vol: 96 1180 134***
Lanes: 1 0 3 0 2

Signal=Protect

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

282

2 Cycle Time (sec): 134

0 344

0 Loss Time (sec): 12

1 255 2

Critical V/C: 0.756

1 693
0 Avg Crit Del (sec/veh): 45.9

0 365*** 1

Avg Delay (sec/veh): 44.8

2 514***
LOS: D

Lanes: 2 0 3 0 1
Final Vol: 296 1564*** 110
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: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 296 1564 110 134 1180 96 282 255 365 514 693 344 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: 296 1564 110 134 1180 96 282 255 365 514 693 344 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: 296 1564 110 134 1180 96 282 255 365 514 693 344 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: 296 1564 110 134 1180 96 282 255 365 514 693 344 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 296 1564 110 134 1180 96 282 255 365 514 693 344 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: 296 1564 110 134 1180 96 282 255 365 514 693 344 ------------|---------------||---------------||---------------||---------------| 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 1.32 0.68 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2472 1227 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.27 0.06 0.04 0.21 0.05 0.09 0.07 0.21 0.16 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 17.5 48.6 77.5 7.5 38.6 54.6 15.9 36.9 36.9 28.9 49.9 49.9 Volume/Cap: 0.72 0.76 0.11 0.76 0.72 0.13 0.75 0.24 0.76 0.76 0.75 0.75 Uniform Del: 55.9 37.5 12.7 62.3 42.8 24.9 57.1 37.7 44.4 49.2 36.7 36.7 IncremntDel: 6.0 1.6 0.0 16.9 1.6 0.1 8.3 0.1 6.8 4.9 2.4 2.4 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 61.9 39.1 12.8 79.2 44.4 25.0 65.5 37.8 51.2 54.1 39.0 39.0 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: 61.9 39.1 12.8 79.2 44.4 25.0 65.5 37.8 51.2 54.1 39.0 39.0 LOS by Move: E D B E- D C E D+ D- D- D D HCM2kAvgQ: 8 20 2 4 14 3 7 4 15 12 19 19 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 290 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #39: Sunnyvale-Saratoga Rd & Homestead Rd

Signal=Protect/Rights=Overlap
Final Vol: 102 1180 184***
Lanes: 1 0 3 0 2

Signal=Protect

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

307***

2 Cycle Time (sec): 134

0 474

0 Loss Time (sec): 12

1 717 2

Critical V/C: 1.018

1 784***
0 Avg Crit Del (sec/veh): 72.9

0 365 1

Avg Delay (sec/veh): 61.9

2 514
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 296 2457*** 176
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: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 296 2457 176 184 1180 102 307 717 365 514 784 474 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: 296 2457 176 184 1180 102 307 717 365 514 784 474 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: 296 2457 176 184 1180 102 307 717 365 514 784 474 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: 296 2457 176 184 1180 102 307 717 365 514 784 474 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 296 2457 176 184 1180 102 307 717 365 514 784 474 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: 296 2457 176 184 1180 102 307 717 365 514 784 474 ------------|---------------||---------------||---------------||---------------| 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 1.23 0.77 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2305 1393 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.43 0.10 0.06 0.21 0.06 0.10 0.19 0.21 0.16 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 20.1 56.7 82.0 7.7 44.3 57.1 12.8 32.3 32.3 25.3 44.8 44.8 Volume/Cap: 0.63 1.02 0.16 1.02 0.63 0.14 1.02 0.78 0.87 0.87 1.02 1.02 Uniform Del: 53.4 38.6 11.2 63.2 37.9 23.4 60.6 47.6 48.8 52.7 44.6 44.6 IncremntDel: 2.6 23.0 0.1 71.8 0.7 0.1 56.6 4.4 16.8 12.6 30.3 30.3 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: 56.1 61.7 11.3 135.0 38.5 23.5 117.2 52.0 65.5 65.3 74.9 74.9 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: 56.1 61.7 11.3 135.0 38.5 23.5 117.2 52.0 65.5 65.3 74.9 74.9 LOS by Move: E+ E B+ F D+ C F D- E E E E HCM2kAvgQ: 8 42 3 6 13 3 9 14 16 12 30 30 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 291 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #39: Sunnyvale-Saratoga Rd & Homestead Rd

Signal=Protect/Rights=Overlap
Final Vol: 101 1180 200***
Lanes: 1 0 3 0 2

Signal=Protect

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

303***

2 Cycle Time (sec): 134

0 474

0 Loss Time (sec): 12

1 734 2

Critical V/C: 1.026

1 792***
0 Avg Crit Del (sec/veh): 75.2

0 365 1

Avg Delay (sec/veh): 63.4

2 514
LOS: E

Lanes: 2 0 3 0 1
Final Vol: 296 2461*** 180
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: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 296 2461 180 200 1180 101 303 734 365 514 792 474 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: 296 2461 180 200 1180 101 303 734 365 514 792 474 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: 296 2461 180 200 1180 101 303 734 365 514 792 474 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: 296 2461 180 200 1180 101 303 734 365 514 792 474 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 296 2461 180 200 1180 101 303 734 365 514 792 474 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: 296 2461 180 200 1180 101 303 734 365 514 792 474 ------------|---------------||---------------||---------------||---------------| 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 1.23 0.77 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2314 1385 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.43 0.10 0.06 0.21 0.06 0.10 0.19 0.21 0.16 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 20.2 56.4 81.6 8.3 44.5 57.1 12.6 32.1 32.1 25.1 44.7 44.7 Volume/Cap: 0.62 1.03 0.17 1.03 0.62 0.14 1.03 0.81 0.87 0.87 1.03 1.03 Uniform Del: 53.3 38.8 11.4 62.9 37.7 23.4 60.7 48.0 48.9 52.8 44.6 44.6 IncremntDel: 2.6 25.2 0.1 71.3 0.7 0.1 59.1 5.3 17.4 13.1 32.3 32.3 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: 55.9 64.0 11.5 134.1 38.3 23.5 119.8 53.3 66.3 65.9 77.0 77.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.9 64.0 11.5 134.1 38.3 23.5 119.8 53.3 66.3 65.9 77.0 77.0 LOS by Move: E+ E B+ F D+ C F D- E E E- E- HCM2kAvgQ: 8 42 3 6 13 3 9 14 16 12 30 30 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 292 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #40: Sunnyvale Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 28 194*** 0
Lanes: 0 1 0 0 1

Signal=Permit

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

26 0

Cycle Time (sec): 60

0 24

0 Loss Time (sec): 9

0 16 1!

Critical V/C: 0.248

1! 58***
0 Avg Crit Del (sec/veh): 13.8

0 16 0

Avg Delay (sec/veh): 9.8

0 15
LOS: A

Lanes: 1 0 1 1 0
Final Vol: 56*** 385 14
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 << 8:00 AM - 9:00 AM Base Vol: 56 385 14 0 194 28 26 16 16 15 58 24 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: 56 385 14 0 194 28 26 16 16 15 58 24 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: 56 385 14 0 194 28 26 16 16 15 58 24 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: 56 385 14 0 194 28 26 16 16 15 58 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 385 14 0 194 28 26 16 16 15 58 24 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: 56 385 14 0 194 28 26 16 16 15 58 24 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 0.87 0.13 0.45 0.28 0.27 0.15 0.60 0.25 Final Sat.: 1750 3570 130 1750 1573 227 784 483 483 271 1046 433 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.11 0.11 0.00 0.12 0.12 0.03 0.03 0.03 0.06 0.06 0.06 Crit Moves: **** **** **** Green Time: 7.7 37.6 37.6 0.0 29.8 29.8 13.4 13.4 13.4 13.4 13.4 13.4 Volume/Cap: 0.25 0.17 0.17 0.00 0.25 0.25 0.15 0.15 0.15 0.25 0.25 0.25 Uniform Del: 23.5 4.7 4.7 0.0 8.6 8.6 18.7 18.7 18.7 19.1 19.1 19.1 IncremntDel: 0.6 0.0 0.0 0.0 0.1 0.1 0.2 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 24.1 4.7 4.7 0.0 8.8 8.8 18.9 18.9 18.9 19.5 19.5 19.5 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: 24.1 4.7 4.7 0.0 8.8 8.8 18.9 18.9 18.9 19.5 19.5 19.5 LOS by Move: C A A A A A B- B- B- B- B- B- HCM2kAvgQ: 1 2 2 0 3 3 1 1 1 2 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 293 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #40: Sunnyvale Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 173 309*** 4
Lanes: 0 1 0 0 1

Signal=Permit

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

103

0 Cycle Time (sec): 60

0 24

0 Loss Time (sec): 9

0 16*** 1!

Critical V/C: 0.555

1! 58
0 Avg Crit Del (sec/veh): 16.8

0 170 0

Avg Delay (sec/veh): 16.6

0 22
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 68*** 592 23
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 << 8:00 AM - 9:00 AM Base Vol: 68 592 23 4 309 173 103 16 170 22 58 24 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: 68 592 23 4 309 173 103 16 170 22 58 24 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: 68 592 23 4 309 173 103 16 170 22 58 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 592 23 4 309 173 103 16 170 22 58 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 592 23 4 309 173 103 16 170 22 58 24 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: 68 592 23 4 309 173 103 16 170 22 58 24 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.92 0.08 1.00 0.64 0.36 0.36 0.05 0.59 0.21 0.56 0.23 Final Sat.: 1750 3562 138 1750 1154 646 624 97 1029 370 976 404 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.17 0.00 0.27 0.27 0.17 0.17 0.17 0.06 0.06 0.06 Crit Moves: **** **** **** Green Time: 7.0 20.1 20.1 14.1 27.2 27.2 16.8 16.8 16.8 16.8 16.8 16.8 Volume/Cap: 0.33 0.50 0.50 0.01 0.59 0.59 0.59 0.59 0.59 0.21 0.21 0.21 Uniform Del: 24.4 15.9 15.9 17.6 12.2 12.2 18.6 18.6 18.6 16.5 16.5 16.5 IncremntDel: 1.0 0.3 0.3 0.0 1.2 1.2 1.9 1.9 1.9 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: 25.3 16.2 16.2 17.6 13.4 13.4 20.6 20.6 20.6 16.8 16.8 16.8 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: 25.3 16.2 16.2 17.6 13.4 13.4 20.6 20.6 20.6 16.8 16.8 16.8 LOS by Move: C B B B B B C+ C+ C+ B B B HCM2kAvgQ: 2 5 5 0 8 8 6 6 6 2 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 294 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #40: Sunnyvale Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 170 316*** 4
Lanes: 0 1 0 0 1

Signal=Permit

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

109

0 Cycle Time (sec): 60

0 24

0 Loss Time (sec): 9

0 16*** 1!

Critical V/C: 0.564

1! 58
0 Avg Crit Del (sec/veh): 17.0

0 170 0

Avg Delay (sec/veh): 16.7

0 22
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 72*** 588 23
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 << 8:00 AM - 9:00 AM Base Vol: 72 588 23 4 316 170 109 16 170 22 58 24 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: 72 588 23 4 316 170 109 16 170 22 58 24 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: 72 588 23 4 316 170 109 16 170 22 58 24 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: 72 588 23 4 316 170 109 16 170 22 58 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 588 23 4 316 170 109 16 170 22 58 24 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: 72 588 23 4 316 170 109 16 170 22 58 24 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.92 0.08 1.00 0.65 0.35 0.37 0.05 0.58 0.21 0.56 0.23 Final Sat.: 1750 3561 139 1750 1170 630 647 95 1008 370 976 404 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.17 0.17 0.00 0.27 0.27 0.17 0.17 0.17 0.06 0.06 0.06 Crit Moves: **** **** **** Green Time: 7.0 20.1 20.1 14.0 27.1 27.1 16.9 16.9 16.9 16.9 16.9 16.9 Volume/Cap: 0.35 0.49 0.49 0.01 0.60 0.60 0.60 0.60 0.60 0.21 0.21 0.21 Uniform Del: 24.4 15.9 15.9 17.6 12.4 12.4 18.6 18.6 18.6 16.4 16.4 16.4 IncremntDel: 1.1 0.3 0.3 0.0 1.2 1.2 2.0 2.0 2.0 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: 25.5 16.2 16.2 17.7 13.6 13.6 20.6 20.6 20.6 16.7 16.7 16.7 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: 25.5 16.2 16.2 17.7 13.6 13.6 20.6 20.6 20.6 16.7 16.7 16.7 LOS by Move: C B B B B B C+ C+ C+ B B B HCM2kAvgQ: 2 5 5 0 8 8 6 6 6 2 2 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 295 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #41: Fair Oaks Ave & Duane Ave

Signal=Protect/Rights=Include
Final Vol: 48 700 153***
Lanes: 0 1 2 0 1

Signal=Protect

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

99 1

Cycle Time (sec): 130

1 237

0 Loss Time (sec): 12

0 102*** 0

Critical V/C: 0.613

1 121
1 Avg Crit Del (sec/veh): 33.0

0 13 0

Avg Delay (sec/veh): 32.1

1 167***
LOS: C-

Lanes: 1 0 1 1 0
Final Vol: 6 943*** 201
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 << 7:45 AM - 8:45 AM Base Vol: 6 943 201 153 700 48 99 102 13 167 121 237 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: 6 943 201 153 700 48 99 102 13 167 121 237 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: 6 943 201 153 700 48 99 102 13 167 121 237 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: 6 943 201 153 700 48 99 102 13 167 121 237 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 943 201 153 700 48 99 102 13 167 121 237 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: 6 943 201 153 700 48 99 102 13 167 121 237 ------------|---------------||---------------||---------------||---------------| 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 1.64 0.36 1.00 2.80 0.20 1.00 0.89 0.11 1.00 1.00 1.00 Final Sat.: 1750 3049 650 1750 5240 359 1750 1597 203 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.31 0.31 0.09 0.13 0.13 0.06 0.06 0.06 0.10 0.06 0.14 Crit Moves: **** **** **** **** Green Time: 24.2 65.6 65.6 18.6 60.0 60.0 14.3 13.6 13.6 20.3 19.5 38.0 Volume/Cap: 0.02 0.61 0.61 0.61 0.29 0.29 0.51 0.61 0.61 0.61 0.42 0.46 Uniform Del: 43.2 23.1 23.1 52.3 21.8 21.8 54.5 55.7 55.7 51.2 50.2 37.6 IncremntDel: 0.0 0.6 0.6 4.4 0.1 0.1 2.3 5.9 5.9 4.1 1.0 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: 43.2 23.7 23.7 56.8 21.8 21.8 56.9 61.6 61.6 55.3 51.2 38.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.2 23.7 23.7 56.8 21.8 21.8 56.9 61.6 61.6 55.3 51.2 38.3 LOS by Move: D C C E+ C+ C+ E+ E E E+ D- D+ HCM2kAvgQ: 0 16 16 6 6 6 5 6 6 8 5 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 296 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #41: Fair Oaks Ave & Duane Ave

Signal=Protect/Rights=Include
Final Vol: 48 1329 223***
Lanes: 0 1 2 0 1

Signal=Protect

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

99 1

Cycle Time (sec): 130

1 272

0 Loss Time (sec): 12

0 102*** 0

Critical V/C: 0.936

1 121
1 Avg Crit Del (sec/veh): 50.6

0 87 0

Avg Delay (sec/veh): 39.9

1 167***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 43 1728*** 201
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 << 7:45 AM - 8:45 AM Base Vol: 43 1728 201 223 1329 48 99 102 87 167 121 272 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 1728 201 223 1329 48 99 102 87 167 121 272 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 1728 201 223 1329 48 99 102 87 167 121 272 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: 43 1728 201 223 1329 48 99 102 87 167 121 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1728 201 223 1329 48 99 102 87 167 121 272 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: 43 1728 201 223 1329 48 99 102 87 167 121 272 ------------|---------------||---------------||---------------||---------------| 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 1.79 0.21 1.00 2.89 0.11 1.00 0.54 0.46 1.00 1.00 1.00 Final Sat.: 1750 3314 386 1750 5405 195 1750 971 829 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.52 0.52 0.13 0.25 0.25 0.06 0.11 0.11 0.10 0.06 0.16 Crit Moves: **** **** **** **** Green Time: 16.2 72.4 72.4 17.7 74.0 74.0 11.8 14.6 14.6 13.3 16.0 33.8 Volume/Cap: 0.20 0.94 0.94 0.94 0.43 0.43 0.62 0.94 0.94 0.94 0.52 0.60 Uniform Del: 51.1 26.6 26.6 55.6 16.0 16.0 57.0 57.2 57.2 57.9 53.3 42.2 IncremntDel: 0.4 8.7 8.7 40.8 0.1 0.1 7.5 45.3 45.3 48.9 2.0 2.2 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: 51.5 35.4 35.4 96.4 16.1 16.1 64.4 103 102.5 106.9 55.3 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: 51.5 35.4 35.4 96.4 16.1 16.1 64.4 103 102.5 106.9 55.3 44.4 LOS by Move: D- D+ D+ F B B E F F F E+ D HCM2kAvgQ: 2 40 40 11 10 10 5 11 11 11 5 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 297 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #41: Fair Oaks Ave & Duane Ave

Signal=Protect/Rights=Include
Final Vol: 48 1301 229***
Lanes: 0 1 2 0 1

Signal=Protect

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

99 1

Cycle Time (sec): 130

1 263

0 Loss Time (sec): 12

0 102*** 0

Critical V/C: 0.940

1 121
1 Avg Crit Del (sec/veh): 51.3

0 84 0

Avg Delay (sec/veh): 40.5

1 167***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 44 1736*** 201
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 << 7:45 AM - 8:45 AM Base Vol: 44 1736 201 229 1301 48 99 102 84 167 121 263 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 1736 201 229 1301 48 99 102 84 167 121 263 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 44 1736 201 229 1301 48 99 102 84 167 121 263 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 1736 201 229 1301 48 99 102 84 167 121 263 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 1736 201 229 1301 48 99 102 84 167 121 263 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 1736 201 229 1301 48 99 102 84 167 121 263 ------------|---------------||---------------||---------------||---------------| 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 1.79 0.21 1.00 2.89 0.11 1.00 0.55 0.45 1.00 1.00 1.00 Final Sat.: 1750 3316 384 1750 5400 199 1750 987 813 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.52 0.52 0.13 0.24 0.24 0.06 0.10 0.10 0.10 0.06 0.15 Crit Moves: **** **** **** **** Green Time: 16.5 72.4 72.4 18.1 74.0 74.0 11.6 14.3 14.3 13.2 15.8 33.9 Volume/Cap: 0.20 0.94 0.94 0.94 0.42 0.42 0.63 0.94 0.94 0.94 0.52 0.58 Uniform Del: 50.8 26.8 26.8 55.4 15.9 15.9 57.1 57.4 57.4 58.0 53.5 41.8 IncremntDel: 0.4 9.2 9.2 41.3 0.1 0.1 8.1 47.0 47.0 50.2 2.2 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: 51.2 36.0 36.0 96.7 16.0 16.0 65.2 104 104.4 108.2 55.7 43.6 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: 51.2 36.0 36.0 96.7 16.0 16.0 65.2 104 104.4 108.2 55.7 43.6 LOS by Move: D- D+ D+ F B B E F F F E+ D HCM2kAvgQ: 2 40 40 11 10 10 5 11 11 11 5 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 298 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #42: Fair Oaks Ave & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 99 495*** 20
Lanes: 0 1 1 0 1

Signal=Protect

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

60***

1 Cycle Time (sec): 130

0 47

0 Loss Time (sec): 12

1 89 0

Critical V/C: 0.503

0 187***
1 Avg Crit Del (sec/veh): 39.9

0 66 0

Avg Delay (sec/veh): 34.8

2 188
LOS: C-

Lanes: 1 0 2 0 1
Final Vol: 230*** 717 165
Signal=Protect/Rights=Overlap

Street Name: Fair Oaks Ave Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 8:15 AM - 9:15 AM Base Vol: 230 717 165 20 495 99 60 89 66 188 187 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: 230 717 165 20 495 99 60 89 66 188 187 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: 230 717 165 20 495 99 60 89 66 188 187 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 230 717 165 20 495 99 60 89 66 188 187 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 230 717 165 20 495 99 60 89 66 188 187 47 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 230 717 165 20 495 99 60 89 66 188 187 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 2.00 1.00 1.00 1.66 0.34 1.00 0.57 0.43 2.00 0.80 0.20 Final Sat.: 1750 3800 1750 1750 3083 617 1750 1034 766 3150 1438 362 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.19 0.09 0.01 0.16 0.16 0.03 0.09 0.09 0.06 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 34.0 58.7 76.1 16.8 41.5 41.5 8.9 25.1 25.1 17.4 33.6 33.6 Volume/Cap: 0.50 0.42 0.16 0.09 0.50 0.50 0.50 0.45 0.45 0.45 0.50 0.50 Uniform Del: 40.8 24.1 12.3 49.9 35.9 35.9 58.4 46.3 46.3 51.9 41.1 41.1 IncremntDel: 0.9 0.2 0.1 0.2 0.3 0.3 3.4 0.9 0.9 0.8 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: 41.7 24.2 12.4 50.1 36.2 36.2 61.8 47.2 47.2 52.6 41.9 41.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.7 24.2 12.4 50.1 36.2 36.2 61.8 47.2 47.2 52.6 41.9 41.9 LOS by Move: D C B D D+ D+ E D D D- D D HCM2kAvgQ: 8 9 3 1 10 10 3 6 6 4 8 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 299 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #42: Fair Oaks Ave & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 276 931*** 112
Lanes: 0 1 1 0 1

Signal=Protect

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

230***

1 Cycle Time (sec): 130

0 189

0 Loss Time (sec): 12

1 260 0

Critical V/C: 1.162

0 385***
1 Avg Crit Del (sec/veh): 139.6

0 66 0

Avg Delay (sec/veh): 91.4

2 467
LOS: F

Lanes: 1 0 2 0 1
Final Vol: 487*** 983 473
Signal=Protect/Rights=Overlap

Street Name: Fair Oaks Ave Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 8:15 AM - 9:15 AM Base Vol: 487 983 473 112 931 276 230 260 66 467 385 189 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 487 983 473 112 931 276 230 260 66 467 385 189 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 487 983 473 112 931 276 230 260 66 467 385 189 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 487 983 473 112 931 276 230 260 66 467 385 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 487 983 473 112 931 276 230 260 66 467 385 189 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 487 983 473 112 931 276 230 260 66 467 385 189 ------------|---------------||---------------||---------------||---------------| 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 0.80 0.20 2.00 0.67 0.33 Final Sat.: 1750 3800 1750 1750 2853 846 1750 1436 364 3150 1207 593 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.28 0.26 0.27 0.06 0.33 0.33 0.13 0.18 0.18 0.15 0.32 0.32 Crit Moves: **** **** **** **** Green Time: 31.1 54.2 76.9 13.4 36.5 36.5 14.7 27.7 27.7 22.7 35.7 35.7 Volume/Cap: 1.16 0.62 0.46 0.62 1.16 1.16 1.16 0.85 0.85 0.85 1.16 1.16 Uniform Del: 49.4 29.8 14.9 55.9 46.8 46.8 57.6 49.2 49.2 52.0 47.2 47.2 IncremntDel: 96.3 0.8 0.3 6.5 83.8 83.8 114.5 16.3 16.3 12.0 93.4 93.4 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: 145.7 30.6 15.2 62.3 131 130.5 172.2 65.4 65.4 64.0 141 140.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 145.7 30.6 15.2 62.3 131 130.5 172.2 65.4 65.4 64.0 141 140.5 LOS by Move: F C B E F F F E E E F F HCM2kAvgQ: 30 15 11 6 38 38 17 16 16 12 35 35 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 300 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #42: Fair Oaks Ave & Arques Ave

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

Signal=Protect

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

234***

1 Cycle Time (sec): 130

0 174

0 Loss Time (sec): 12

1 255 0

Critical V/C: 1.194

0 479***
1 Avg Crit Del (sec/veh): 152.4

0 66 0

Avg Delay (sec/veh): 97.1

2 402
LOS: F

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

Street Name: Fair Oaks Ave Arques Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 8 May 2018 << 8:15 AM - 9:15 AM Base Vol: 455 977 555 106 950 262 234 255 66 402 479 174 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 455 977 555 106 950 262 234 255 66 402 479 174 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 455 977 555 106 950 262 234 255 66 402 479 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 455 977 555 106 950 262 234 255 66 402 479 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 455 977 555 106 950 262 234 255 66 402 479 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 455 977 555 106 950 262 234 255 66 402 479 174 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.00 1.00 1.00 1.56 0.44 1.00 0.79 0.21 2.00 0.73 0.27 Final Sat.: 1750 3800 1750 1750 2900 800 1750 1430 370 3150 1320 480 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.26 0.32 0.06 0.33 0.33 0.13 0.18 0.18 0.13 0.36 0.36 Crit Moves: **** **** **** **** Green Time: 28.3 51.8 74.3 12.2 35.7 35.7 14.6 31.5 31.5 22.5 39.5 39.5 Volume/Cap: 1.19 0.65 0.55 0.65 1.19 1.19 1.19 0.74 0.74 0.74 1.19 1.19 Uniform Del: 50.9 31.7 17.5 56.8 47.2 47.2 57.7 45.4 45.4 50.9 45.3 45.3 IncremntDel:110.5 1.0 0.7 8.6 97.3 97.3 126.5 6.4 6.4 5.2 104 104.4 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: 161.3 32.7 18.2 65.4 144 144.4 184.2 51.9 51.9 56.1 150 149.7 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: 161.3 32.7 18.2 65.4 144 144.4 184.2 51.9 51.9 56.1 150 149.7 LOS by Move: F C- B- E F F F D- D- E+ F F HCM2kAvgQ: 30 15 14 6 40 40 18 14 14 9 42 42 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 301 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #43: Wolfe Rd & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 27 233 92***
Lanes: 0 1 2 0 2

Signal=Protect

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

64***

1 Cycle Time (sec): 160

0 85

0 Loss Time (sec): 12

1 176 1

Critical V/C: 0.355

1 165***
1 Avg Crit Del (sec/veh): 31.4

0 10 0

Avg Delay (sec/veh): 35.6

2 91
LOS: D+

Lanes: 2 0 2 1 0
Final Vol: 21 823*** 270
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 << 8:00 AM - 9:00 AM Base Vol: 21 823 270 92 233 27 64 176 10 91 165 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 823 270 92 233 27 64 176 10 91 165 85 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 823 270 92 233 27 64 176 10 91 165 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 823 270 92 233 27 64 176 10 91 165 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 823 270 92 233 27 64 176 10 91 165 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 823 270 92 233 27 64 176 10 91 165 85 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 Lanes: 2.00 2.23 0.77 2.00 2.68 0.32 1.00 1.89 0.11 2.00 1.30 0.70 Final Sat.: 3150 4215 1383 3150 5018 581 1750 3501 199 3150 2441 1258 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.20 0.20 0.03 0.05 0.05 0.04 0.05 0.05 0.03 0.07 0.07 Crit Moves: **** **** **** **** Green Time: 41.6 87.9 87.9 13.2 59.5 59.5 16.5 27.6 27.6 19.3 30.4 30.4 Volume/Cap: 0.03 0.36 0.36 0.36 0.12 0.12 0.36 0.29 0.29 0.24 0.36 0.36 Uniform Del: 44.1 20.2 20.2 69.4 33.1 33.1 66.8 57.7 57.7 63.7 56.3 56.3 IncremntDel: 0.0 0.1 0.1 0.8 0.0 0.0 1.2 0.3 0.3 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: 44.1 20.2 20.2 70.3 33.2 33.2 68.0 57.9 57.9 64.0 56.6 56.6 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: 44.1 20.2 20.2 70.3 33.2 33.2 68.0 57.9 57.9 64.0 56.6 56.6 LOS by Move: D C+ C+ E C- C- E E+ E+ E E+ E+ HCM2kAvgQ: 0 10 10 3 3 3 3 4 4 2 5 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 302 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #43: Wolfe Rd & Arques Ave

Signal=Protect/Rights=Include
Final Vol: 27 958 146***
Lanes: 0 1 2 0 2

Signal=Protect

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

68 1

Cycle Time (sec): 160

0 87

0 Loss Time (sec): 12

1 697*** 1

Critical V/C: 1.160

1 437
1 Avg Crit Del (sec/veh): 135.2

0 101 0

Avg Delay (sec/veh): 86.4

2 694***
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 68 1272 1034***
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 << 8:00 AM - 9:00 AM Base Vol: 68 1272 1034 146 958 27 68 697 101 694 437 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: 68 1272 1034 146 958 27 68 697 101 694 437 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: 68 1272 1034 146 958 27 68 697 101 694 437 87 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 68 1272 1034 146 958 27 68 697 101 694 437 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 1272 1034 146 958 27 68 697 101 694 437 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: 68 1272 1034 146 958 27 68 697 101 694 437 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 0.98 0.95 0.92 0.98 0.95 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.91 0.09 1.00 1.74 0.26 2.00 1.66 0.34 Final Sat.: 3150 3800 1750 3150 5446 153 1750 3231 468 3150 3085 614 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.33 0.59 0.05 0.18 0.18 0.04 0.22 0.22 0.22 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 17.6 81.1 81.1 7.0 70.6 70.6 14.1 29.6 29.6 30.3 45.7 45.7 Volume/Cap: 0.20 0.66 1.17 1.06 0.40 0.40 0.44 1.17 1.17 1.17 0.50 0.50 Uniform Del: 64.8 29.2 39.4 76.5 30.3 30.3 69.2 65.2 65.2 64.9 47.5 47.5 IncremntDel: 0.3 0.5 80.3 93.4 0.1 0.1 2.0 89.7 89.7 91.7 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: 65.1 29.7 119.7 169.9 30.4 30.4 71.2 155 154.9 156.5 47.9 47.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.1 29.7 119.7 169.9 30.4 30.4 71.2 155 154.9 156.5 47.9 47.9 LOS by Move: E C F F C C E F F F D D HCM2kAvgQ: 2 22 74 6 11 11 3 27 27 29 11 11 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 303 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #43: Wolfe Rd & Arques Ave

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

Signal=Protect

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

68 1

Cycle Time (sec): 160

0 85

0 Loss Time (sec): 12

1 761*** 1

Critical V/C: 1.172

1 447
1 Avg Crit Del (sec/veh): 140.7

0 106 0

Avg Delay (sec/veh): 90.6

2 732***
LOS: F

Lanes: 2 0 2 1 0
Final Vol: 76 1281 995***
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 << 8:00 AM - 9:00 AM Base Vol: 76 1281 995 153 926 27 68 761 106 732 447 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 76 1281 995 153 926 27 68 761 106 732 447 85 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 76 1281 995 153 926 27 68 761 106 732 447 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 76 1281 995 153 926 27 68 761 106 732 447 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 76 1281 995 153 926 27 68 761 106 732 447 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 76 1281 995 153 926 27 68 761 106 732 447 85 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.98 0.95 0.92 0.98 0.95 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.91 0.09 1.00 1.75 0.25 2.00 1.67 0.33 Final Sat.: 3150 3800 1750 3150 5441 159 1750 3247 452 3150 3108 591 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.34 0.57 0.05 0.17 0.17 0.04 0.23 0.23 0.23 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 17.3 77.4 77.4 7.0 67.2 67.2 14.8 31.9 31.9 31.6 48.7 48.7 Volume/Cap: 0.22 0.70 1.17 1.11 0.41 0.41 0.42 1.17 1.17 1.17 0.47 0.47 Uniform Del: 65.2 32.1 41.3 76.5 32.5 32.5 68.5 64.0 64.0 64.2 45.2 45.2 IncremntDel: 0.3 0.7 84.5 109.3 0.1 0.1 1.8 92.6 92.6 94.8 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: 65.6 32.8 125.8 185.8 32.6 32.6 70.3 157 156.6 159.0 45.5 45.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.6 32.8 125.8 185.8 32.6 32.6 70.3 157 156.6 159.0 45.5 45.5 LOS by Move: E C- F F C- C- E F F F D D HCM2kAvgQ: 2 24 72 6 11 11 3 30 30 31 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 304 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #44: Wolfe Rd & Kifer Rd

Signal=Protect/Rights=Include
Final Vol: 90 336 101***
Lanes: 0 1 2 0 1

Signal=Protect

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

29***

1 Cycle Time (sec): 160

0 51

0 Loss Time (sec): 12

1 142 1

Critical V/C: 0.583

1 244***
1 Avg Crit Del (sec/veh): 25.0

0 30 0

Avg Delay (sec/veh): 29.0

1 41
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 114 1882*** 275
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00AM Base Vol: 114 1882 275 101 336 90 29 142 30 41 244 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 1882 275 101 336 90 29 142 30 41 244 51 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 114 1882 275 101 336 90 29 142 30 41 244 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 1882 275 101 336 90 29 142 30 41 244 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 1882 275 101 336 90 29 142 30 41 244 51 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 114 1882 275 101 336 90 29 142 30 41 244 51 ------------|---------------||---------------||---------------||---------------| 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 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 2.60 0.40 1.00 2.34 0.66 1.00 1.64 0.36 1.00 1.64 0.36 Final Sat.: 1750 4885 714 1750 4415 1183 1750 3054 645 1750 3060 640 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.39 0.39 0.06 0.08 0.08 0.02 0.05 0.05 0.02 0.08 0.08 Crit Moves: **** **** **** **** Green Time: 55.1 104 103.9 15.6 64.4 64.4 7.0 16.8 16.8 11.7 21.5 21.5 Volume/Cap: 0.19 0.59 0.59 0.59 0.19 0.19 0.38 0.44 0.44 0.32 0.59 0.59 Uniform Del: 36.8 16.0 16.0 69.2 30.9 30.9 74.4 67.2 67.2 70.3 65.1 65.1 IncremntDel: 0.2 0.3 0.3 5.5 0.0 0.0 3.1 0.8 0.8 1.4 1.9 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 36.9 16.3 16.3 74.7 31.0 31.0 77.5 68.0 68.0 71.8 67.1 67.1 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: 36.9 16.3 16.3 74.7 31.0 31.0 77.5 68.0 68.0 71.8 67.1 67.1 LOS by Move: D+ B B E C C E- E E E E E HCM2kAvgQ: 4 20 20 5 4 4 1 4 4 2 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 305 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #44: Wolfe Rd & Kifer Rd

Signal=Protect/Rights=Include
Final Vol: 191 839 900***
Lanes: 0 1 2 0 1

Signal=Protect

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

255***

1 Cycle Time (sec): 160

0 375

0 Loss Time (sec): 12

1 169 1

Critical V/C: 1.537

1 636***
1 Avg Crit Del (sec/veh): 305.3

0 78 0

Avg Delay (sec/veh): 234.4

1 167
LOS: F

Lanes: 1 0 2 1 0
Final Vol: 500 2175*** 558
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00AM Base Vol: 500 2175 558 900 839 191 255 169 78 167 636 375 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: 500 2175 558 900 839 191 255 169 78 167 636 375 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: 500 2175 558 900 839 191 255 169 78 167 636 375 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: 500 2175 558 900 839 191 255 169 78 167 636 375 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 500 2175 558 900 839 191 255 169 78 167 636 375 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: 500 2175 558 900 839 191 255 169 78 167 636 375 ------------|---------------||---------------||---------------||---------------| 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 0.99 0.95 Lanes: 1.00 2.37 0.63 1.00 2.42 0.58 1.00 1.35 0.65 1.00 1.24 0.76 Final Sat.: 1750 4455 1143 1750 4560 1038 1750 2531 1168 1750 2327 1372 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.29 0.49 0.49 0.51 0.18 0.18 0.15 0.07 0.07 0.10 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 63.5 50.8 50.8 53.5 40.9 40.9 15.2 18.0 18.0 25.7 28.5 28.5 Volume/Cap: 0.72 1.54 1.54 1.54 0.72 0.72 1.54 0.59 0.59 0.59 1.54 1.54 Uniform Del: 40.8 54.6 54.6 53.2 54.3 54.3 72.4 67.6 67.6 62.3 65.8 65.8 IncremntDel: 3.7 244 244.4 250.1 1.8 1.8 269.4 2.3 2.3 3.4 249 249.2 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: 44.4 299 299.0 303.3 56.2 56.2 341.8 69.9 69.9 65.8 315 314.9 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: 44.4 299 299.0 303.3 56.2 56.2 341.8 69.9 69.9 65.8 315 314.9 LOS by Move: D F F F E+ E+ F E E E F F HCM2kAvgQ: 21 82 82 88 16 16 25 6 6 8 47 47 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 306 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #44: Wolfe Rd & Kifer Rd

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

Signal=Protect

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

187***

1 Cycle Time (sec): 160

0 367

0 Loss Time (sec): 12

1 157 1

Critical V/C: 1.517

1 658***
1 Avg Crit Del (sec/veh): 295.6

0 82 0

Avg Delay (sec/veh): 227.7

1 170
LOS: F

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

Street Name: Wolfe Rd Kifer Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00AM Base Vol: 455 2216 580 910 845 213 187 157 82 170 658 367 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 455 2216 580 910 845 213 187 157 82 170 658 367 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 455 2216 580 910 845 213 187 157 82 170 658 367 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 455 2216 580 910 845 213 187 157 82 170 658 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 455 2216 580 910 845 213 187 157 82 170 658 367 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 455 2216 580 910 845 213 187 157 82 170 658 367 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 2.35 0.65 1.00 2.37 0.63 1.00 1.30 0.70 1.00 1.26 0.74 Final Sat.: 1750 4437 1161 1750 4471 1127 1750 2430 1269 1750 2374 1324 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.26 0.50 0.50 0.52 0.19 0.19 0.11 0.06 0.06 0.10 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 62.3 52.7 52.7 54.8 45.3 45.3 11.3 16.2 16.2 24.3 29.2 29.2 Volume/Cap: 0.67 1.52 1.52 1.52 0.67 0.67 1.52 0.64 0.64 0.64 1.52 1.52 Uniform Del: 40.3 53.7 53.7 52.6 50.7 50.7 74.4 69.1 69.1 63.7 65.4 65.4 IncremntDel: 2.6 236 235.6 241.3 1.1 1.1 269.7 3.7 3.7 5.1 240 240.3 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: 42.9 289 289.3 293.8 51.8 51.8 344.1 72.8 72.8 68.9 306 305.7 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: 42.9 289 289.3 293.8 51.8 51.8 344.1 72.8 72.8 68.9 306 305.7 LOS by Move: D F F F D- D- F E E E F F HCM2kAvgQ: 18 83 83 88 15 15 18 6 6 8 47 47 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 307 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #45: Wolfe Rd & Reed Ave

Signal=Protect/Rights=Include
Final Vol: 80 398 27***
Lanes: 0 1 2 0 2

Signal=Protect

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

120***

1 Cycle Time (sec): 160

0 90

0 Loss Time (sec): 12

1 232 1

Critical V/C: 0.509

1 329***
1 Avg Crit Del (sec/veh): 33.5

0 43 0

Avg Delay (sec/veh): 37.0

1 100
LOS: D+

Lanes: 2 0 2 1 0
Final Vol: 83 1511*** 61
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Reed Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 83 1511 61 27 398 80 120 232 43 100 329 90 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 83 1511 61 27 398 80 120 232 43 100 329 90 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 1511 61 27 398 80 120 232 43 100 329 90 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 1511 61 27 398 80 120 232 43 100 329 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 1511 61 27 398 80 120 232 43 100 329 90 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 1511 61 27 398 80 120 232 43 100 329 90 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 2.00 2.88 0.12 2.00 2.48 0.52 1.00 1.68 0.32 1.00 1.56 0.44 Final Sat.: 3150 5382 217 3150 4662 937 1750 3121 578 1750 2905 795 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.28 0.28 0.01 0.09 0.09 0.07 0.07 0.07 0.06 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 31.4 85.6 85.6 7.0 61.2 61.2 20.9 31.3 31.3 24.1 34.5 34.5 Volume/Cap: 0.13 0.52 0.52 0.20 0.22 0.22 0.52 0.38 0.38 0.38 0.52 0.52 Uniform Del: 53.1 24.1 24.1 73.8 33.3 33.3 64.9 55.9 55.9 61.2 55.5 55.5 IncremntDel: 0.1 0.2 0.2 0.7 0.1 0.1 2.2 0.3 0.3 0.9 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: 53.2 24.2 24.2 74.5 33.4 33.4 67.2 56.2 56.2 62.1 56.1 56.1 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: 53.2 24.2 24.2 74.5 33.4 33.4 67.2 56.2 56.2 62.1 56.1 56.1 LOS by Move: D- C C E C- C- E E+ E+ E E+ E+ HCM2kAvgQ: 2 16 16 1 5 5 6 6 6 5 9 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 308 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #45: Wolfe Rd & Reed Ave

Signal=Protect/Rights=Include
Final Vol: 173 774 240***
Lanes: 0 1 2 0 2

Signal=Protect

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

345***

1 Cycle Time (sec): 160

0 397***

0 Loss Time (sec): 12

1 232 1

Critical V/C: 0.986

1 329
1 Avg Crit Del (sec/veh): 76.2

0 47 0

Avg Delay (sec/veh): 64.7

1 159
LOS: E

Lanes: 2 0 2 1 0
Final Vol: 93 2214*** 91
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Reed Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 93 2214 91 240 774 173 345 232 47 159 329 397 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: 93 2214 91 240 774 173 345 232 47 159 329 397 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: 93 2214 91 240 774 173 345 232 47 159 329 397 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: 93 2214 91 240 774 173 345 232 47 159 329 397 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 2214 91 240 774 173 345 232 47 159 329 397 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: 93 2214 91 240 774 173 345 232 47 159 329 397 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 2.88 0.12 2.00 2.43 0.57 1.00 1.65 0.35 1.00 1.00 1.00 Final Sat.: 3150 5379 221 3150 4576 1023 1750 3076 623 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.41 0.41 0.08 0.17 0.17 0.20 0.08 0.08 0.09 0.17 0.23 Crit Moves: **** **** **** **** Green Time: 16.3 66.8 66.8 12.4 62.9 62.9 32.0 31.2 31.2 37.6 36.8 36.8 Volume/Cap: 0.29 0.99 0.99 0.99 0.43 0.43 0.99 0.39 0.39 0.39 0.75 0.99 Uniform Del: 66.5 46.1 46.1 73.7 35.5 35.5 63.8 56.1 56.1 51.5 57.3 61.3 IncremntDel: 0.5 15.3 15.3 53.5 0.1 0.1 44.1 0.3 0.3 0.6 3.4 29.5 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: 67.0 61.5 61.5 127.2 35.6 35.6 107.9 56.4 56.4 52.1 60.7 90.8 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: 67.0 61.5 61.5 127.2 35.6 35.6 107.9 56.4 56.4 52.1 60.7 90.8 LOS by Move: E E E F D+ D+ F E+ E+ D- E F HCM2kAvgQ: 2 38 38 9 11 11 21 6 6 7 15 24 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 309 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #45: Wolfe Rd & Reed Ave

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

Signal=Protect

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

364***

1 Cycle Time (sec): 160

0 377***

0 Loss Time (sec): 12

1 232 1

Critical V/C: 0.993

1 329
1 Avg Crit Del (sec/veh): 78.5

0 43 0

Avg Delay (sec/veh): 66.3

1 162
LOS: E

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

Street Name: Wolfe Rd Reed Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 83 2224 91 258 776 186 364 232 43 162 329 377 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 83 2224 91 258 776 186 364 232 43 162 329 377 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 2224 91 258 776 186 364 232 43 162 329 377 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 2224 91 258 776 186 364 232 43 162 329 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 2224 91 258 776 186 364 232 43 162 329 377 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 2224 91 258 776 186 364 232 43 162 329 377 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 2.00 2.88 0.12 2.00 2.40 0.60 1.00 1.68 0.32 1.00 1.00 1.00 Final Sat.: 3150 5380 220 3150 4516 1082 1750 3121 578 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.41 0.41 0.08 0.17 0.17 0.21 0.07 0.07 0.09 0.17 0.22 Crit Moves: **** **** **** **** Green Time: 16.2 66.6 66.6 13.2 63.6 63.6 33.5 30.4 30.4 37.8 34.7 34.7 Volume/Cap: 0.26 0.99 0.99 0.99 0.43 0.43 0.99 0.39 0.39 0.39 0.80 0.99 Uniform Del: 66.4 46.5 46.5 73.4 35.1 35.1 63.1 56.7 56.7 51.4 59.3 62.5 IncremntDel: 0.4 17.0 17.0 53.9 0.1 0.1 45.1 0.4 0.4 0.6 5.2 32.0 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: 66.8 63.5 63.5 127.2 35.2 35.2 108.2 57.1 57.1 52.0 64.5 94.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.8 63.5 63.5 127.2 35.2 35.2 108.2 57.1 57.1 52.0 64.5 94.5 LOS by Move: E E E F D+ D+ F E+ E+ D- E F HCM2kAvgQ: 2 39 39 9 11 11 22 6 6 7 15 23 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 310 of 557 ends

COMPARE Fri Jan 24 10:02:03 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 AM
Intersection #46: Wolfe Rd & Fremont Ave

Signal=Permit/Rights=Include
Final Vol: 519*** 617 22
Lanes: 0 1 1 1 0

Signal=Protect

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

364***

2 Cycle Time (sec): 200

1 199***

0 Loss Time (sec): 12

0 202 2

Critical V/C: 0.611

1 73
0 Avg Crit Del (sec/veh): 54.3

0 149 1

Avg Delay (sec/veh): 43.7

1 7
LOS: D

Lanes: 1 0 2 1 0
Final Vol: 100*** 1102 29
Signal=Protect/Rights=Include

Street Name: Wolfe Rd Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 8:00 AM - 9:00 AM Base Vol: 100 1102 29 22 617 519 364 202 149 7 73 199 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 1102 29 22 617 519 364 202 149 7 73 199 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 1102 29 22 617 519 364 202 149 7 73 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 1102 29 22 617 519 364 202 149 7 73 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 1102 29 22 617 519 364 202 149 7 73 199 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 1102 29 22 617 519 364 202 149 7 73 199 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.92 0.08 0.07 1.93 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 5456 144 128 3593 1800 3150 3800 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.20 0.20 0.17 0.17 0.29 0.12 0.05 0.09 0.00 0.04 0.11 Crit Moves: **** **** **** **** Green Time: 18.7 113 113.0 94.3 94.3 94.3 37.8 45.2 63.9 29.8 37.2 37.2 Volume/Cap: 0.61 0.36 0.36 0.36 0.36 0.61 0.61 0.24 0.27 0.03 0.21 0.61 Uniform Del: 87.2 23.7 23.7 33.7 33.7 39.2 74.4 63.3 50.6 72.7 68.9 74.8 IncremntDel: 6.6 0.1 0.1 0.1 0.1 0.6 1.9 0.1 0.3 0.0 0.3 3.4 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: 93.8 23.8 23.8 33.8 33.8 39.8 76.2 63.4 50.9 72.8 69.2 78.2 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: 93.8 23.8 23.8 33.8 33.8 39.8 76.2 63.4 50.9 72.8 69.2 78.2 LOS by Move: F C C C- C- D E- E D E E E- HCM2kAvgQ: 6 12 12 12 12 24 12 5 7 0 4 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 311 of 557 ends

Sunnyvale City CouncilJune 28, 2022

Sunnyvale City Council
June 28, 2022