Transportation Impact Analysis — Sunnyvale City Council, June 28, 2022 (part 5 of 7)

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

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

Signal=Permit/Rights=Overlap
Final Vol: 43 30 92
Lanes: 1 0 0 1 0

Signal=Protect

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

160

1 Cycle Time (sec): 130

0 33

0 Loss Time (sec): 9

1 2190*** 2

Critical V/C: 0.579

2 1530
1 Avg Crit Del (sec/veh): 15.3

0 43 0

Avg Delay (sec/veh): 18.2

1 73***
LOS: B-

Lanes: 0 1 0 0 1
Final Vol: 138 40*** 28
Signal=Permit/Rights=Overlap

Street Name: Poplar Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 138 40 28 92 30 43 160 2190 43 73 1530 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 138 40 28 92 30 43 160 2190 43 73 1530 33 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 138 40 28 92 30 43 160 2190 43 73 1530 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 138 40 28 92 30 43 160 2190 43 73 1530 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 40 28 92 30 43 160 2190 43 73 1530 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 138 40 28 92 30 43 160 2190 43 73 1530 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.78 0.22 1.00 0.75 0.25 1.00 1.00 2.94 0.06 1.00 2.93 0.07 Final Sat.: 1396 404 1750 1357 443 1750 1750 5492 108 1750 5482 118 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.02 0.07 0.07 0.02 0.09 0.40 0.40 0.04 0.28 0.28 Crit Moves: **** **** **** Green Time: 22.2 22.2 31.5 22.2 22.2 46.6 24.4 89.5 89.5 9.4 74.4 74.4 Volume/Cap: 0.58 0.58 0.07 0.40 0.40 0.07 0.49 0.58 0.58 0.58 0.49 0.49 Uniform Del: 49.6 49.6 37.9 48.0 48.0 27.4 47.2 10.5 10.5 58.4 16.5 16.5 IncremntDel: 2.8 2.8 0.1 0.8 0.8 0.0 1.1 0.2 0.2 6.6 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 52.4 52.4 38.0 48.8 48.8 27.5 48.4 10.7 10.7 65.0 16.6 16.6 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 52.4 38.0 48.8 48.8 27.5 48.4 10.7 10.7 65.0 16.6 16.6 LOS by Move: D- D- D+ D D C D B+ B+ E B B HCM2kAvgQ: 8 8 1 5 5 1 7 16 16 3 12 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 382 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Permit/Rights=Overlap
Final Vol: 61 70*** 113
Lanes: 1 0 0 1 0

Signal=Protect

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

92 1

Cycle Time (sec): 129

0 104

0 Loss Time (sec): 9

1 1719*** 2

Critical V/C: 0.563

2 900
1 Avg Crit Del (sec/veh): 24.4

0 22 0

Avg Delay (sec/veh): 22.7

1 194***
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 51 35 85
Signal=Permit/Rights=Overlap

Street Name: Henderson Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 51 35 85 113 70 61 92 1719 22 194 900 104 Growth Adj: 1.00 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 35 85 113 70 61 92 1719 22 194 900 104 Added Vol: 0 0 0 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 35 85 113 70 61 92 1719 22 194 900 104 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 35 85 113 70 61 92 1719 22 194 900 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 35 85 113 70 61 92 1719 22 194 900 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 35 85 113 70 61 92 1719 22 194 900 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.59 0.41 1.00 0.62 0.38 1.00 1.00 2.96 0.04 1.00 2.68 0.32 Final Sat.: 1067 733 1750 1111 689 1750 1750 5529 71 1750 5019 580 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.05 0.05 0.10 0.10 0.03 0.05 0.31 0.31 0.11 0.18 0.18 Crit Moves: **** **** **** Green Time: 23.3 23.3 48.7 23.3 23.3 45.8 22.5 71.3 71.3 25.4 74.2 74.2 Volume/Cap: 0.26 0.26 0.13 0.56 0.56 0.10 0.30 0.56 0.56 0.56 0.31 0.31 Uniform Del: 45.5 45.5 26.3 48.2 48.2 27.8 46.4 18.7 18.7 46.8 14.2 14.2 IncremntDel: 0.4 0.4 0.1 2.3 2.3 0.1 0.6 0.2 0.2 2.1 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 45.9 45.9 26.3 50.5 50.5 27.9 47.0 19.0 19.0 48.9 14.2 14.2 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: 45.9 45.9 26.3 50.5 50.5 27.9 47.0 19.0 19.0 48.9 14.2 14.2 LOS by Move: D D C D D C D B- B- D B B HCM2kAvgQ: 3 3 2 8 8 2 3 15 15 7 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 383 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Permit/Rights=Overlap
Final Vol: 66 74*** 140
Lanes: 1 0 0 1 0

Signal=Protect

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

109

1 Cycle Time (sec): 129

0 104

0 Loss Time (sec): 9

1 2119*** 2

Critical V/C: 0.662

2 1378
1 Avg Crit Del (sec/veh): 25.0

0 23 0

Avg Delay (sec/veh): 22.6

1 201***
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 56 65 100
Signal=Permit/Rights=Overlap

Street Name: Henderson Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 56 65 100 140 74 66 109 2119 23 201 1378 104 Growth Adj: 1.00 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 65 100 140 74 66 109 2119 23 201 1378 104 Added Vol: 0 0 0 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 65 100 140 74 66 109 2119 23 201 1378 104 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 65 100 140 74 66 109 2119 23 201 1378 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 65 100 140 74 66 109 2119 23 201 1378 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 65 100 140 74 66 109 2119 23 201 1378 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.46 0.54 1.00 0.65 0.35 1.00 1.00 2.97 0.03 1.00 2.78 0.22 Final Sat.: 833 967 1750 1178 622 1750 1750 5540 60 1750 5206 393 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.07 0.06 0.12 0.12 0.04 0.06 0.38 0.38 0.11 0.26 0.26 Crit Moves: **** **** **** Green Time: 23.2 23.2 45.5 23.2 23.2 41.6 18.5 74.5 74.5 22.4 78.4 78.4 Volume/Cap: 0.37 0.37 0.16 0.66 0.66 0.12 0.44 0.66 0.66 0.66 0.44 0.44 Uniform Del: 46.6 46.6 28.7 49.3 49.3 30.8 50.5 18.7 18.7 49.8 13.5 13.5 IncremntDel: 0.7 0.7 0.1 5.1 5.1 0.1 1.2 0.5 0.5 5.4 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.3 47.3 28.8 54.4 54.4 30.9 51.7 19.2 19.2 55.2 13.6 13.6 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: 47.3 47.3 28.8 54.4 54.4 30.9 51.7 19.2 19.2 55.2 13.6 13.6 LOS by Move: D D C D- D- C D- B- B- E+ B B HCM2kAvgQ: 5 5 3 9 9 2 4 19 19 8 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 384 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Permit/Rights=Overlap
Final Vol: 67 77*** 139
Lanes: 1 0 0 1 0

Signal=Protect

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

107

1 Cycle Time (sec): 129

0 104

0 Loss Time (sec): 9

1 2121*** 2

Critical V/C: 0.665

2 1414
1 Avg Crit Del (sec/veh): 25.2

0 23 0

Avg Delay (sec/veh): 22.7

1 203***
LOS: C+

Lanes: 0 1 0 0 1
Final Vol: 59 71 100
Signal=Permit/Rights=Overlap

Street Name: Henderson Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 59 71 100 139 77 67 107 2121 23 203 1414 104 Growth Adj: 1.00 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 71 100 139 77 67 107 2121 23 203 1414 104 Added Vol: 0 0 0 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 71 100 139 77 67 107 2121 23 203 1414 104 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 71 100 139 77 67 107 2121 23 203 1414 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 59 71 100 139 77 67 107 2121 23 203 1414 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 59 71 100 139 77 67 107 2121 23 203 1414 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.45 0.55 1.00 0.64 0.36 1.00 1.00 2.97 0.03 1.00 2.79 0.21 Final Sat.: 817 983 1750 1158 642 1750 1750 5540 60 1750 5216 384 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.07 0.06 0.12 0.12 0.04 0.06 0.38 0.38 0.12 0.27 0.27 Crit Moves: **** **** **** Green Time: 23.3 23.3 45.8 23.3 23.3 41.1 17.8 74.2 74.2 22.5 78.9 78.9 Volume/Cap: 0.40 0.40 0.16 0.67 0.67 0.12 0.44 0.67 0.67 0.67 0.44 0.44 Uniform Del: 46.7 46.7 28.5 49.2 49.2 31.2 51.0 18.8 18.8 49.7 13.3 13.3 IncremntDel: 0.8 0.8 0.1 5.2 5.2 0.1 1.3 0.5 0.5 5.5 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 47.5 47.5 28.6 54.4 54.4 31.3 52.3 19.4 19.4 55.2 13.4 13.4 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: 47.5 47.5 28.6 54.4 54.4 31.3 52.3 19.4 19.4 55.2 13.4 13.4 LOS by Move: D D C D- D- C D- B- B- E+ B B HCM2kAvgQ: 5 5 3 9 9 2 4 19 19 8 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 385 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 82 57 94***
Lanes: 0 1 1 0 1

Signal=Protect

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

130

2 Cycle Time (sec): 129

1 104

0 Loss Time (sec): 12

0 1708*** 2

Critical V/C: 0.540

3 1014
1 Avg Crit Del (sec/veh): 55.8

0 66 0

Avg Delay (sec/veh): 44.5

2 188***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 46 61 105***
Signal=Protect/Rights=Include

Street Name: Halford Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 46 61 105 94 57 82 130 1708 66 188 1014 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 61 105 94 57 82 130 1708 66 188 1014 104 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 61 105 94 57 82 130 1708 66 188 1014 104 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: 46 61 105 94 57 82 130 1708 66 188 1014 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 61 105 94 57 82 130 1708 66 188 1014 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 61 105 94 57 82 130 1708 66 188 1014 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.88 0.12 2.00 3.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 3150 5391 208 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.06 0.05 0.03 0.05 0.04 0.32 0.32 0.06 0.18 0.06 Crit Moves: **** **** **** **** Green Time: 15.4 20.0 20.0 17.7 20.0 20.0 18.6 60.0 60.0 19.6 61.0 78.7 Volume/Cap: 0.22 0.21 0.39 0.39 0.19 0.30 0.29 0.68 0.68 0.39 0.38 0.10 Uniform Del: 51.4 47.6 49.0 50.8 47.5 48.3 49.3 27.0 27.0 49.3 21.8 10.4 IncremntDel: 0.5 0.1 0.6 1.1 0.1 0.4 0.3 0.7 0.7 0.5 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.8 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.11 1.58 1.58 1.00 1.00 1.00 Delay/Veh: 51.9 47.7 49.6 51.8 47.6 48.7 55.2 57.2 43.4 49.8 21.9 10.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.9 47.7 49.6 51.8 47.6 48.7 55.2 57.2 43.4 49.8 21.9 10.5 LOS by Move: D- D D D- D D E+ E+ D D C+ B+ HCM2kAvgQ: 2 2 4 4 2 3 3 22 22 4 8 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 386 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 82 85 94***
Lanes: 0 1 1 0 1

Signal=Protect

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

130

2 Cycle Time (sec): 129

1 152

0 Loss Time (sec): 12

0 2118*** 2

Critical V/C: 0.668

3 1558
1 Avg Crit Del (sec/veh): 61.3

0 66 0

Avg Delay (sec/veh): 45.7

2 252***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 70 90 144***
Signal=Protect/Rights=Include

Street Name: Halford Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 70 90 144 94 85 82 130 2118 66 252 1558 152 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 90 144 94 85 82 130 2118 66 252 1558 152 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 70 90 144 94 85 82 130 2118 66 252 1558 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 70 90 144 94 85 82 130 2118 66 252 1558 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 70 90 144 94 85 82 130 2118 66 252 1558 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 70 90 144 94 85 82 130 2118 66 252 1558 152 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.95 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.91 0.09 2.00 3.00 1.00 Final Sat.: 1750 1900 1750 1750 1898 1800 3150 5431 169 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.05 0.08 0.05 0.04 0.05 0.04 0.39 0.39 0.08 0.27 0.09 Crit Moves: **** **** **** **** Green Time: 14.8 20.0 21.7 14.2 20.0 20.0 13.4 60.0 60.0 21.1 67.7 81.8 Volume/Cap: 0.35 0.31 0.49 0.49 0.29 0.29 0.40 0.84 0.84 0.49 0.52 0.14 Uniform Del: 52.7 48.3 48.6 54.0 48.2 48.3 54.0 30.3 30.3 49.0 20.1 9.4 IncremntDel: 1.1 0.2 0.8 2.0 0.3 0.3 0.8 2.6 2.6 0.7 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.8 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.08 1.58 1.58 1.00 1.00 1.00 Delay/Veh: 53.7 48.6 49.4 56.0 48.5 48.5 59.0 64.2 50.4 49.8 20.2 9.5 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: 53.7 48.6 49.4 56.0 48.5 48.5 59.0 64.2 50.4 49.8 20.2 9.5 LOS by Move: D- D D E+ D D E+ E D D C+ A HCM2kAvgQ: 3 3 6 4 3 3 3 28 28 5 13 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 387 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 82 84 94***
Lanes: 0 1 1 0 1

Signal=Protect

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

130

2 Cycle Time (sec): 129

1 159

0 Loss Time (sec): 12

0 2103*** 2

Critical V/C: 0.669

3 1577
1 Avg Crit Del (sec/veh): 61.0

0 66 0

Avg Delay (sec/veh): 45.4

2 255***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 74 90 149***
Signal=Protect/Rights=Include

Street Name: Halford Ave El Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 74 90 149 94 84 82 130 2103 66 255 1577 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: 74 90 149 94 84 82 130 2103 66 255 1577 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: 74 90 149 94 84 82 130 2103 66 255 1577 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: 74 90 149 94 84 82 130 2103 66 255 1577 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 90 149 94 84 82 130 2103 66 255 1577 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: 74 90 149 94 84 82 130 2103 66 255 1577 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 0.95 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.91 0.09 2.00 3.00 1.00 Final Sat.: 1750 1900 1750 1750 1899 1800 3150 5429 170 3150 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.05 0.09 0.05 0.04 0.05 0.04 0.39 0.39 0.08 0.28 0.09 Crit Moves: **** **** **** **** Green Time: 14.8 20.0 22.1 13.9 20.0 20.0 13.3 60.0 60.0 21.0 67.7 81.6 Volume/Cap: 0.37 0.31 0.50 0.50 0.29 0.29 0.40 0.83 0.83 0.50 0.53 0.14 Uniform Del: 52.8 48.3 48.4 54.2 48.2 48.3 54.1 30.1 30.1 49.2 20.1 9.6 IncremntDel: 1.1 0.2 0.8 2.1 0.3 0.3 0.8 2.4 2.4 0.8 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.8 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.08 1.58 1.58 1.00 1.00 1.00 Delay/Veh: 53.9 48.6 49.2 56.3 48.5 48.5 59.1 63.8 50.0 50.0 20.3 9.6 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: 53.9 48.6 49.2 56.3 48.5 48.5 59.1 63.8 50.0 50.0 20.3 9.6 LOS by Move: D- D D E+ D D E+ E D D C+ A HCM2kAvgQ: 3 3 6 4 3 3 3 28 28 5 13 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 388 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-31
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Split/Rights=Overlap
Final Vol: 486*** 0 469
Lanes: 1 0 0 0 2

Signal=Protect

Signal=Permit

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

127***

1 Cycle Time (sec): 99

0 119

0 Loss Time (sec): 9

1 586 2

Critical V/C: 0.599

1 599***
0 Avg Crit Del (sec/veh): 24.4

0 0 0

Avg Delay (sec/veh): 21.4

0 0
LOS: C+

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

Street Name: Ellis St Middlefield Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 0 0 0 469 0 486 127 586 0 0 599 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 469 0 486 127 586 0 0 599 119 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 469 0 486 127 586 0 0 599 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 469 0 486 127 586 0 0 599 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 469 0 486 127 586 0 0 599 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 469 0 486 127 586 0 0 599 119 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 0.00 1.66 0.34 Final Sat.: 0 0 0 3150 0 1750 1750 3800 0 0 3086 613 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.28 0.07 0.15 0.00 0.00 0.19 0.19 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 45.9 0.0 57.9 12.0 44.1 0.0 0.0 32.1 32.1 Volume/Cap: 0.00 0.00 0.00 0.32 0.00 0.47 0.60 0.35 0.00 0.00 0.60 0.60 Uniform Del: 0.0 0.0 0.0 16.7 0.0 11.8 41.2 18.0 0.0 0.0 28.1 28.1 IncremntDel: 0.0 0.0 0.0 0.1 0.0 0.3 4.7 0.1 0.0 0.0 0.8 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: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 16.9 0.0 12.2 45.9 18.1 0.0 0.0 28.9 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 16.9 0.0 12.2 45.9 18.1 0.0 0.0 28.9 28.9 LOS by Move: A A A B A B D B- A A C C HCM2kAvgQ: 0 0 0 5 0 9 5 6 0 0 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 389 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-32
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Split/Rights=Overlap
Final Vol: 1156*** 0 469
Lanes: 1 0 0 0 2

Signal=Protect

Signal=Permit

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

510***

1 Cycle Time (sec): 99

0 257

0 Loss Time (sec): 9

1 700 2

Critical V/C: 1.302

1 599***
0 Avg Crit Del (sec/veh): 111.4

0 0 0

Avg Delay (sec/veh): 82.1

0 0
LOS: F

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

Street Name: Ellis St Middlefield Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 0 0 0 469 0 1156 510 700 0 0 599 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 469 0 1156 510 700 0 0 599 257 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 469 0 1156 510 700 0 0 599 257 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 469 0 1156 510 700 0 0 599 257 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 469 0 1156 510 700 0 0 599 257 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 469 0 1156 510 700 0 0 599 257 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 0.00 1.38 0.62 Final Sat.: 0 0 0 3150 0 1750 1750 3800 0 0 2588 1111 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.66 0.29 0.18 0.00 0.00 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 50.2 0.0 72.4 22.2 39.8 0.0 0.0 17.6 17.6 Volume/Cap: 0.00 0.00 0.00 0.29 0.00 0.90 1.30 0.46 0.00 0.00 1.30 1.30 Uniform Del: 0.0 0.0 0.0 14.1 0.0 10.5 38.4 21.7 0.0 0.0 40.7 40.7 IncremntDel: 0.0 0.0 0.0 0.1 0.0 9.2 153.3 0.2 0.0 0.0 147 146.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 14.2 0.0 19.7 191.8 21.9 0.0 0.0 187 187.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.2 0.0 19.7 191.8 21.9 0.0 0.0 187 187.4 LOS by Move: A A A B A B- F C+ A A F F HCM2kAvgQ: 0 0 0 5 0 34 35 8 0 0 28 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 390 of 557 ends

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

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

Signal=Split/Rights=Overlap
Final Vol: 1185*** 0 469
Lanes: 1 0 0 0 2

Signal=Protect

Signal=Permit

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

557***

1 Cycle Time (sec): 99

0 256

0 Loss Time (sec): 9

1 646 2

Critical V/C: 1.349

1 599***
0 Avg Crit Del (sec/veh): 123.4

0 0 0

Avg Delay (sec/veh): 91.8

0 0
LOS: F

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

Street Name: Ellis St Middlefield Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 0 0 0 469 0 1185 557 646 0 0 599 256 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 469 0 1185 557 646 0 0 599 256 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 469 0 1185 557 646 0 0 599 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 469 0 1185 557 646 0 0 599 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 469 0 1185 557 646 0 0 599 256 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 469 0 1185 557 646 0 0 599 256 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 2.00 0.00 0.00 1.38 0.62 Final Sat.: 0 0 0 3150 0 1750 1750 3800 0 0 2591 1107 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.68 0.32 0.17 0.00 0.00 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 49.7 0.0 73.0 23.4 40.3 0.0 0.0 17.0 17.0 Volume/Cap: 0.00 0.00 0.00 0.30 0.00 0.92 1.35 0.42 0.00 0.00 1.35 1.35 Uniform Del: 0.0 0.0 0.0 14.4 0.0 10.5 37.8 21.0 0.0 0.0 41.0 41.0 IncremntDel: 0.0 0.0 0.0 0.1 0.0 10.5 172.5 0.2 0.0 0.0 167 167.5 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: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 14.5 0.0 21.1 210.3 21.1 0.0 0.0 208 208.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.5 0.0 21.1 210.3 21.1 0.0 0.0 208 208.5 LOS by Move: A A A B A C+ F C+ A A F F HCM2kAvgQ: 0 0 0 5 0 36 40 7 0 0 29 29 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 391 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 217 1043*** 175
Lanes: 0 1 2 0 2

Signal=Protect

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

373***

1 Cycle Time (sec): 152

0 96

0 Loss Time (sec): 12

1 595 1

Critical V/C: 0.585

1 237***
1 Avg Crit Del (sec/veh): 44.0

0 108 0

Avg Delay (sec/veh): 43.3

1 66
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 32*** 391 25
Signal=Protect/Rights=Include

Street Name: Mary Ave Evelyn Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 32 391 25 175 1043 217 373 595 108 66 237 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 32 391 25 175 1043 217 373 595 108 66 237 96 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 391 25 175 1043 217 373 595 108 66 237 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 32 391 25 175 1043 217 373 595 108 66 237 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 391 25 175 1043 217 373 595 108 66 237 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 32 391 25 175 1043 217 373 595 108 66 237 96 ------------|---------------||---------------||---------------||---------------| 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 2.81 0.19 2.00 2.46 0.54 1.00 1.68 0.32 1.00 1.41 0.59 Final Sat.: 3150 5263 337 3150 4634 964 1750 3131 568 1750 2633 1066 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.07 0.07 0.06 0.23 0.23 0.21 0.19 0.19 0.04 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 7.0 36.4 36.4 27.2 56.7 56.7 53.7 61.4 61.4 14.9 22.7 22.7 Volume/Cap: 0.22 0.31 0.31 0.31 0.60 0.60 0.60 0.47 0.47 0.38 0.60 0.60 Uniform Del: 69.9 47.5 47.5 54.2 38.6 38.6 40.4 33.3 33.3 64.3 60.5 60.5 IncremntDel: 0.8 0.1 0.1 0.3 0.5 0.5 1.7 0.2 0.2 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: 70.6 47.6 47.6 54.5 39.1 39.1 42.1 33.5 33.5 65.7 62.4 62.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.6 47.6 47.6 54.5 39.1 39.1 42.1 33.5 33.5 65.7 62.4 62.4 LOS by Move: E D D D- D D D C- C- E E E HCM2kAvgQ: 1 5 5 4 16 16 16 12 12 3 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 392 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-35
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 315 1493*** 426
Lanes: 0 1 2 0 2

Signal=Protect

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

377***

1 Cycle Time (sec): 152

0 112

0 Loss Time (sec): 12

1 595 1

Critical V/C: 0.762

1 419***
1 Avg Crit Del (sec/veh): 48.2

0 108 0

Avg Delay (sec/veh): 47.6

1 91
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 64*** 391 34
Signal=Protect/Rights=Include

Street Name: Mary Ave Evelyn Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 64 391 34 426 1493 315 377 595 108 91 419 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 391 34 426 1493 315 377 595 108 91 419 112 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 391 34 426 1493 315 377 595 108 91 419 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 391 34 426 1493 315 377 595 108 91 419 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 391 34 426 1493 315 377 595 108 91 419 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 391 34 426 1493 315 377 595 108 91 419 112 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 2.00 2.75 0.25 2.00 2.46 0.54 1.00 1.68 0.32 1.00 1.57 0.43 Final Sat.: 3150 5151 448 3150 4623 975 1750 3131 568 1750 2919 780 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.08 0.08 0.14 0.32 0.32 0.22 0.19 0.19 0.05 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 7.0 25.2 25.2 44.8 63.0 63.0 42.0 55.0 55.0 15.0 28.0 28.0 Volume/Cap: 0.44 0.46 0.46 0.46 0.78 0.78 0.78 0.53 0.53 0.53 0.78 0.78 Uniform Del: 70.6 57.3 57.3 43.7 38.5 38.5 50.7 38.2 38.2 65.1 59.1 59.1 IncremntDel: 2.1 0.4 0.4 0.4 1.8 1.8 7.9 0.4 0.4 3.0 5.7 5.7 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: 72.7 57.6 57.6 44.1 40.2 40.2 58.6 38.6 38.6 68.0 64.8 64.8 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: 72.7 57.6 57.6 44.1 40.2 40.2 58.6 38.6 38.6 68.0 64.8 64.8 LOS by Move: E E+ E+ D D D E+ D+ D+ E E E HCM2kAvgQ: 2 6 6 9 23 23 19 13 13 4 12 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 393 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-36
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 312 1553*** 432
Lanes: 0 1 2 0 2

Signal=Protect

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

391***

1 Cycle Time (sec): 152

0 107

0 Loss Time (sec): 12

1 595 1

Critical V/C: 0.783

1 424***
1 Avg Crit Del (sec/veh): 49.0

0 108 0

Avg Delay (sec/veh): 48.2

1 92
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 67*** 391 34
Signal=Protect/Rights=Include

Street Name: Mary Ave Evelyn Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 67 391 34 432 1553 312 391 595 108 92 424 107 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 391 34 432 1553 312 391 595 108 92 424 107 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 67 391 34 432 1553 312 391 595 108 92 424 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 67 391 34 432 1553 312 391 595 108 92 424 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 391 34 432 1553 312 391 595 108 92 424 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 67 391 34 432 1553 312 391 595 108 92 424 107 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 2.00 2.75 0.25 2.00 2.48 0.52 1.00 1.68 0.32 1.00 1.59 0.41 Final Sat.: 3150 5151 448 3150 4662 937 1750 3131 568 1750 2954 745 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.08 0.08 0.14 0.33 0.33 0.22 0.19 0.19 0.05 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 7.0 25.0 25.0 45.2 63.3 63.3 42.4 54.6 54.6 15.1 27.3 27.3 Volume/Cap: 0.46 0.46 0.46 0.46 0.80 0.80 0.80 0.53 0.53 0.53 0.80 0.80 Uniform Del: 70.7 57.4 57.4 43.4 38.8 38.8 50.8 38.5 38.5 65.1 59.8 59.8 IncremntDel: 2.3 0.4 0.4 0.4 2.1 2.1 9.1 0.4 0.4 3.1 6.9 6.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 73.0 57.7 57.7 43.8 40.9 40.9 59.9 38.9 38.9 68.1 66.6 66.6 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: 73.0 57.7 57.7 43.8 40.9 40.9 59.9 38.9 38.9 68.1 66.6 66.6 LOS by Move: E E+ E+ D D D E+ D+ D+ E E E HCM2kAvgQ: 2 6 6 9 24 24 20 13 13 4 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 394 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 53 1035*** 72
Lanes: 0 1 1 0 1

Signal=Permit

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

40 0

Cycle Time (sec): 83

0 32

0 Loss Time (sec): 9

0 91 1!

Critical V/C: 0.479

1! 82***
0 Avg Crit Del (sec/veh): 13.9

0 32 0

Avg Delay (sec/veh): 16.1

0 83
LOS: B

Lanes: 1 0 1 1 0
Final Vol: 36*** 335 68
Signal=Protect/Rights=Include

Street Name: Mary Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 36 335 68 72 1035 53 40 91 32 83 82 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 335 68 72 1035 53 40 91 32 83 82 32 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 335 68 72 1035 53 40 91 32 83 82 32 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: 36 335 68 72 1035 53 40 91 32 83 82 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 335 68 72 1035 53 40 91 32 83 82 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 335 68 72 1035 53 40 91 32 83 82 32 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.65 0.35 1.00 1.90 0.10 0.24 0.56 0.20 0.42 0.42 0.16 Final Sat.: 1750 3075 624 1750 3520 180 429 977 344 737 728 284 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.11 0.11 0.04 0.29 0.29 0.09 0.09 0.09 0.11 0.11 0.11 Crit Moves: **** **** **** Green Time: 7.0 32.6 32.6 22.8 48.5 48.5 18.5 18.5 18.5 18.5 18.5 18.5 Volume/Cap: 0.24 0.28 0.28 0.15 0.50 0.50 0.42 0.42 0.42 0.50 0.50 0.50 Uniform Del: 35.5 17.2 17.2 22.7 10.2 10.2 27.6 27.6 27.6 28.2 28.2 28.2 IncremntDel: 0.9 0.1 0.1 0.1 0.2 0.2 0.7 0.7 0.7 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: 36.4 17.3 17.3 22.9 10.4 10.4 28.3 28.3 28.3 29.2 29.2 29.2 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: 36.4 17.3 17.3 22.9 10.4 10.4 28.3 28.3 28.3 29.2 29.2 29.2 LOS by Move: D+ B B C+ B+ B+ C C C C C C HCM2kAvgQ: 1 3 3 1 8 8 4 4 4 5 5 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 395 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-38
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 53 1359*** 141
Lanes: 0 1 1 0 1

Signal=Permit

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

40 0

Cycle Time (sec): 83

0 58

0 Loss Time (sec): 9

0 153 1!

Critical V/C: 0.740

1! 245***
0 Avg Crit Del (sec/veh): 23.7

0 44 0

Avg Delay (sec/veh): 23.4

0 147
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 36*** 364 77
Signal=Protect/Rights=Include

Street Name: Mary Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 36 364 77 141 1359 53 40 153 44 147 245 58 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 364 77 141 1359 53 40 153 44 147 245 58 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 364 77 141 1359 53 40 153 44 147 245 58 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: 36 364 77 141 1359 53 40 153 44 147 245 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 364 77 141 1359 53 40 153 44 147 245 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 364 77 141 1359 53 40 153 44 147 245 58 ------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.64 0.36 1.00 1.92 0.08 0.17 0.64 0.19 0.33 0.54 0.13 Final Sat.: 1750 3053 646 1750 3561 139 295 1130 325 572 953 226 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.12 0.12 0.08 0.38 0.38 0.14 0.14 0.14 0.26 0.26 0.26 Crit Moves: **** **** **** Green Time: 7.0 27.7 27.7 19.4 40.0 40.0 27.0 27.0 27.0 27.0 27.0 27.0 Volume/Cap: 0.24 0.36 0.36 0.35 0.79 0.79 0.42 0.42 0.42 0.79 0.79 0.79 Uniform Del: 35.5 20.9 20.9 26.5 18.0 18.0 21.9 21.9 21.9 25.5 25.5 25.5 IncremntDel: 0.9 0.2 0.2 0.5 2.5 2.5 0.5 0.5 0.5 7.4 7.4 7.4 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: 36.4 21.1 21.1 27.0 20.5 20.5 22.4 22.4 22.4 32.9 32.9 32.9 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: 36.4 21.1 21.1 27.0 20.5 20.5 22.4 22.4 22.4 32.9 32.9 32.9 LOS by Move: D+ C+ C+ C C+ C+ C+ C+ C+ C- C- C- HCM2kAvgQ: 1 4 4 3 15 15 5 5 5 13 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 396 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 53 1397*** 134
Lanes: 0 1 1 0 1

Signal=Permit

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

40 0

Cycle Time (sec): 83

0 58

0 Loss Time (sec): 9

0 162 1!

Critical V/C: 0.758

1! 254***
0 Avg Crit Del (sec/veh): 24.6

0 51 0

Avg Delay (sec/veh): 24.0

0 149
LOS: C

Lanes: 1 0 1 1 0
Final Vol: 36*** 371 90
Signal=Protect/Rights=Include

Street Name: Mary Ave Washington Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 36 371 90 134 1397 53 40 162 51 149 254 58 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 371 90 134 1397 53 40 162 51 149 254 58 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 371 90 134 1397 53 40 162 51 149 254 58 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: 36 371 90 134 1397 53 40 162 51 149 254 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 371 90 134 1397 53 40 162 51 149 254 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 371 90 134 1397 53 40 162 51 149 254 58 ------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.60 0.40 1.00 1.92 0.08 0.16 0.64 0.20 0.32 0.55 0.13 Final Sat.: 1750 2977 722 1750 3565 135 277 1121 353 566 964 220 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.12 0.12 0.08 0.39 0.39 0.14 0.14 0.14 0.26 0.26 0.26 Crit Moves: **** **** **** Green Time: 7.0 28.1 28.1 19.0 40.1 40.1 26.9 26.9 26.9 26.9 26.9 26.9 Volume/Cap: 0.24 0.37 0.37 0.33 0.81 0.81 0.45 0.45 0.45 0.81 0.81 0.81 Uniform Del: 35.5 20.8 20.8 26.7 18.3 18.3 22.1 22.1 22.1 25.7 25.7 25.7 IncremntDel: 0.9 0.2 0.2 0.5 2.9 2.9 0.6 0.6 0.6 8.7 8.7 8.7 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: 36.4 20.9 20.9 27.2 21.2 21.2 22.7 22.7 22.7 34.4 34.4 34.4 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: 36.4 20.9 20.9 27.2 21.2 21.2 22.7 22.7 22.7 34.4 34.4 34.4 LOS by Move: D+ C+ C+ C C+ C+ C+ C+ C+ C- C- C- HCM2kAvgQ: 1 4 4 3 16 16 6 6 6 14 14 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 397 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-40
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 44 653*** 99
Lanes: 0 1 0 0 1

Signal=Protect

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

26 1

Cycle Time (sec): 81

0 44

0 Loss Time (sec): 12

1 179*** 0

Critical V/C: 0.737

0 124
1 Avg Crit Del (sec/veh): 31.4

0 70 0

Avg Delay (sec/veh): 28.9

1 133***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 46*** 262 123
Signal=Protect/Rights=Include

Street Name: Mary Ave Remington Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 46 262 123 99 653 44 26 179 70 133 124 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 262 123 99 653 44 26 179 70 133 124 44 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 262 123 99 653 44 26 179 70 133 124 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 262 123 99 653 44 26 179 70 133 124 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 262 123 99 653 44 26 179 70 133 124 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 262 123 99 653 44 26 179 70 133 124 44 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 0.68 0.32 1.00 0.94 0.06 1.00 0.72 0.28 1.00 0.74 0.26 Final Sat.: 1750 1225 575 1750 1686 114 1750 1294 506 1750 1329 471 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.21 0.21 0.06 0.39 0.39 0.01 0.14 0.14 0.08 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 7.0 33.4 33.4 13.5 39.9 39.9 9.1 14.3 14.3 7.8 13.0 13.0 Volume/Cap: 0.30 0.52 0.52 0.34 0.79 0.79 0.13 0.79 0.79 0.79 0.58 0.58 Uniform Del: 34.7 17.8 17.8 29.8 17.0 17.0 32.4 31.9 31.9 35.8 31.5 31.5 IncremntDel: 1.1 0.7 0.7 0.7 4.7 4.7 0.3 12.2 12.2 21.1 3.0 3.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 35.9 18.4 18.4 30.5 21.7 21.7 32.7 44.1 44.1 56.9 34.5 34.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.9 18.4 18.4 30.5 21.7 21.7 32.7 44.1 44.1 56.9 34.5 34.5 LOS by Move: D+ B- B- C C+ C+ C- D D E+ C- C- HCM2kAvgQ: 1 7 7 2 15 15 1 8 8 6 5 5 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 398 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 53 774*** 135
Lanes: 0 1 0 0 1

Signal=Protect

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

28 1

Cycle Time (sec): 81

0 99

0 Loss Time (sec): 12

1 191*** 0

Critical V/C: 0.909

0 146
1 Avg Crit Del (sec/veh): 59.6

0 73 0

Avg Delay (sec/veh): 47.6

1 248***
LOS: D

Lanes: 1 0 0 1 0
Final Vol: 47*** 313 162
Signal=Protect/Rights=Include

Street Name: Mary Ave Remington Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 47 313 162 135 774 53 28 191 73 248 146 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 313 162 135 774 53 28 191 73 248 146 99 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 313 162 135 774 53 28 191 73 248 146 99 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: 47 313 162 135 774 53 28 191 73 248 146 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 313 162 135 774 53 28 191 73 248 146 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 313 162 135 774 53 28 191 73 248 146 99 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 0.66 0.34 1.00 0.94 0.06 1.00 0.72 0.28 1.00 0.60 0.40 Final Sat.: 1750 1186 614 1750 1685 115 1750 1302 498 1750 1073 727 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.26 0.26 0.08 0.46 0.46 0.02 0.15 0.15 0.14 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 7.0 34.0 34.0 11.1 38.1 38.1 9.3 12.2 12.2 11.7 14.6 14.6 Volume/Cap: 0.31 0.63 0.63 0.56 0.98 0.98 0.14 0.98 0.98 0.98 0.75 0.75 Uniform Del: 34.7 18.5 18.5 32.7 21.0 21.0 32.3 34.3 34.3 34.5 31.5 31.5 IncremntDel: 1.2 1.7 1.7 3.0 25.3 25.3 0.3 48.2 48.2 49.9 9.6 9.6 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: 35.9 20.3 20.3 35.7 46.3 46.3 32.6 82.5 82.5 84.4 41.1 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.9 20.3 20.3 35.7 46.3 46.3 32.6 82.5 82.5 84.4 41.1 41.1 LOS by Move: D+ C+ C+ D+ D D C- F F F D D HCM2kAvgQ: 1 9 9 3 21 21 1 12 12 11 8 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 399 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-42
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 53 791*** 125
Lanes: 0 1 0 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): 81

0 106

0 Loss Time (sec): 12

1 201*** 0

Critical V/C: 0.919

0 146
1 Avg Crit Del (sec/veh): 62.4

0 72 0

Avg Delay (sec/veh): 49.3

1 238***
LOS: D

Lanes: 1 0 0 1 0
Final Vol: 46*** 328 179
Signal=Protect/Rights=Include

Street Name: Mary Ave Remington Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 46 328 179 125 791 53 29 201 72 238 146 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 328 179 125 791 53 29 201 72 238 146 106 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 328 179 125 791 53 29 201 72 238 146 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 328 179 125 791 53 29 201 72 238 146 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 328 179 125 791 53 29 201 72 238 146 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 328 179 125 791 53 29 201 72 238 146 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 0.65 0.35 1.00 0.94 0.06 1.00 0.74 0.26 1.00 0.58 0.42 Final Sat.: 1750 1164 636 1750 1687 113 1750 1325 475 1750 1043 757 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.28 0.28 0.07 0.47 0.47 0.02 0.15 0.15 0.14 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 7.0 34.8 34.8 10.7 38.4 38.4 9.0 12.4 12.4 11.1 14.6 14.6 Volume/Cap: 0.30 0.66 0.66 0.54 0.99 0.99 0.15 0.99 0.99 0.99 0.78 0.78 Uniform Del: 34.7 18.4 18.4 32.9 21.1 21.1 32.5 34.2 34.2 34.9 31.7 31.7 IncremntDel: 1.1 2.1 2.1 2.6 27.8 27.8 0.4 50.8 50.8 54.6 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: 35.9 20.4 20.4 35.5 48.9 48.9 32.9 85.0 85.0 89.4 43.0 43.0 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: 35.9 20.4 20.4 35.5 48.9 48.9 32.9 85.0 85.0 89.4 43.0 43.0 LOS by Move: D+ C+ C+ D+ D D C- F F F D D HCM2kAvgQ: 1 10 10 3 22 22 1 12 12 11 8 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 400 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 165 472*** 208
Lanes: 0 1 1 0 1

Signal=Protect

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

185

1 Cycle Time (sec): 142

0 120

0 Loss Time (sec): 12

1 1143*** 2

Critical V/C: 0.599

2 468
1 Avg Crit Del (sec/veh): 41.1

0 164 0

Avg Delay (sec/veh): 43.3

1 131***
LOS: D

Lanes: 1 0 1 1 0
Final Vol: 119*** 208 78
Signal=Protect/Rights=Include

Street Name: Mary Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 119 208 78 208 472 165 185 1143 164 131 468 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 119 208 78 208 472 165 185 1143 164 131 468 120 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 119 208 78 208 472 165 185 1143 164 131 468 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 119 208 78 208 472 165 185 1143 164 131 468 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 208 78 208 472 165 185 1143 164 131 468 120 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 208 78 208 472 165 185 1143 164 131 468 120 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.44 0.56 1.00 1.47 0.53 1.00 2.61 0.39 1.00 2.37 0.63 Final Sat.: 1750 2690 1009 1750 2741 958 1750 4896 703 1750 4456 1142 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.08 0.08 0.12 0.17 0.17 0.11 0.23 0.23 0.07 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 16.1 22.4 22.4 34.5 40.8 40.8 36.7 55.3 55.3 17.7 36.4 36.4 Volume/Cap: 0.60 0.49 0.49 0.49 0.60 0.60 0.41 0.60 0.60 0.60 0.41 0.41 Uniform Del: 59.9 54.6 54.6 46.2 43.6 43.6 43.7 34.5 34.5 58.8 43.9 43.9 IncremntDel: 5.0 0.6 0.6 0.9 1.0 1.0 0.6 0.5 0.5 4.5 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: 64.9 55.2 55.2 47.1 44.5 44.5 44.3 35.0 35.0 63.3 44.1 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.9 55.2 55.2 47.1 44.5 44.5 44.3 35.0 35.0 63.3 44.1 44.1 LOS by Move: E E+ E+ D D D D C- C- E D D HCM2kAvgQ: 5 6 6 8 12 12 7 15 15 6 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 401 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-44
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Protect/Rights=Include
Final Vol: 748 957*** 443
Lanes: 0 1 1 0 1

Signal=Protect

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

807***

1 Cycle Time (sec): 142

0 170

0 Loss Time (sec): 12

1 1143 2

Critical V/C: 1.339

2 895***
1 Avg Crit Del (sec/veh): 213.2

0 164 0

Avg Delay (sec/veh): 151.8

1 166
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 198*** 411 132
Signal=Protect/Rights=Include

Street Name: Mary Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 198 411 132 443 957 748 807 1143 164 166 895 170 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 198 411 132 443 957 748 807 1143 164 166 895 170 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 198 411 132 443 957 748 807 1143 164 166 895 170 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: 198 411 132 443 957 748 807 1143 164 166 895 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 198 411 132 443 957 748 807 1143 164 166 895 170 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 198 411 132 443 957 748 807 1143 164 166 895 170 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.50 0.50 1.00 1.10 0.90 1.00 2.61 0.39 1.00 2.50 0.50 Final Sat.: 1750 2800 899 1750 2076 1622 1750 4896 703 1750 4705 894 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.15 0.15 0.25 0.46 0.46 0.46 0.23 0.23 0.09 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 12.0 22.4 22.4 38.6 48.9 48.9 48.9 49.1 49.1 20.0 20.2 20.2 Volume/Cap: 1.34 0.93 0.93 0.93 1.34 1.34 1.34 0.67 0.67 0.67 1.34 1.34 Uniform Del: 65.0 59.1 59.1 50.5 46.5 46.5 46.5 39.6 39.6 57.9 60.9 60.9 IncremntDel:190.8 22.0 22.0 25.4 158 157.8 163.4 1.0 1.0 7.2 161 160.9 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: 255.8 81.1 81.1 75.9 204 204.4 210.0 40.6 40.6 65.2 222 221.8 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: 255.8 81.1 81.1 75.9 204 204.4 210.0 40.6 40.6 65.2 222 221.8 LOS by Move: F F F E- F F F D D E F F HCM2kAvgQ: 16 14 14 19 63 63 66 17 17 7 27 27 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 402 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-45
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

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

Signal=Protect

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

837***

1 Cycle Time (sec): 142

0 152

0 Loss Time (sec): 12

1 1143 2

Critical V/C: 1.371

2 863***
1 Avg Crit Del (sec/veh): 227.4

0 164 0

Avg Delay (sec/veh): 160.7

1 169
LOS: F

Lanes: 1 0 1 1 0
Final Vol: 227*** 460 130
Signal=Protect/Rights=Include

Street Name: Mary Ave Fremont Ave Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 227 460 130 443 976 746 837 1143 164 169 863 152 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 227 460 130 443 976 746 837 1143 164 169 863 152 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 227 460 130 443 976 746 837 1143 164 169 863 152 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 227 460 130 443 976 746 837 1143 164 169 863 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 227 460 130 443 976 746 837 1143 164 169 863 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 227 460 130 443 976 746 837 1143 164 169 863 152 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 1.55 0.45 1.00 1.11 0.89 1.00 2.61 0.39 1.00 2.53 0.47 Final Sat.: 1750 2884 815 1750 2096 1602 1750 4896 703 1750 4760 838 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.16 0.16 0.25 0.47 0.47 0.48 0.23 0.23 0.10 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 13.4 23.8 23.8 37.8 48.2 48.2 49.5 48.3 48.3 20.0 18.8 18.8 Volume/Cap: 1.37 0.95 0.95 0.95 1.37 1.37 1.37 0.69 0.69 0.69 1.37 1.37 Uniform Del: 64.3 58.5 58.5 51.2 46.9 46.9 46.2 40.3 40.3 58.0 61.6 61.6 IncremntDel:200.3 24.3 24.3 29.3 172 172.0 177.1 1.1 1.1 7.8 175 175.4 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: 264.6 82.8 82.8 80.5 219 218.9 223.4 41.4 41.4 65.8 237 237.0 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: 264.6 82.8 82.8 80.5 219 218.9 223.4 41.4 41.4 65.8 237 237.0 LOS by Move: F F F F F F F D D E F F HCM2kAvgQ: 19 15 15 20 65 65 70 17 17 7 26 26 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 403 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-46
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Split/Rights=Overlap
Final Vol: 104 26*** 412
Lanes: 1 0 0 1 1

Signal=Protect

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

60 1

Cycle Time (sec): 150

0 185

0 Loss Time (sec): 12

1 934*** 1

Critical V/C: 0.436

1 435
1 Avg Crit Del (sec/veh): 30.2

0 22 0

Avg Delay (sec/veh): 30.0

1 8***
LOS: C

Lanes: 1 0 0 1 0
Final Vol: 15 15*** 12
Signal=Split/Rights=Include

Street Name: Mary Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 15 15 12 412 26 104 60 934 22 8 435 185 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: 15 15 12 412 26 104 60 934 22 8 435 185 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: 15 15 12 412 26 104 60 934 22 8 435 185 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: 15 15 12 412 26 104 60 934 22 8 435 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 15 12 412 26 104 60 934 22 8 435 185 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: 15 15 12 412 26 104 60 934 22 8 435 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.93 0.95 0.92 0.92 0.97 0.95 0.92 0.98 0.95 Lanes: 1.00 0.56 0.44 1.88 0.12 1.00 1.00 1.95 0.05 1.00 1.39 0.61 Final Sat.: 1750 1000 800 3339 211 1750 1750 3615 85 1750 2595 1104 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.02 0.02 0.12 0.12 0.06 0.03 0.26 0.26 0.00 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 10.0 10.0 10.0 39.1 39.1 58.5 19.4 81.9 81.9 7.0 69.5 69.5 Volume/Cap: 0.13 0.23 0.23 0.47 0.47 0.15 0.27 0.47 0.47 0.10 0.36 0.36 Uniform Del: 65.9 66.3 66.3 46.8 46.8 29.7 58.9 20.8 20.8 68.5 25.9 25.9 IncremntDel: 0.5 1.0 1.0 0.4 0.4 0.1 0.6 0.2 0.2 0.5 0.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 66.4 67.3 67.3 47.1 47.1 29.8 59.5 21.0 21.0 69.0 26.1 26.1 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: 66.4 67.3 67.3 47.1 47.1 29.8 59.5 21.0 21.0 69.0 26.1 26.1 LOS by Move: E E E D D C E+ C+ C+ E C C HCM2kAvgQ: 1 1 1 9 9 3 3 13 13 0 9 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 404 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-47
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Split/Rights=Overlap
Final Vol: 244 26*** 646
Lanes: 1 0 0 1 1

Signal=Protect

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

233***

1 Cycle Time (sec): 150

0 294

0 Loss Time (sec): 12

1 934 1

Critical V/C: 0.662

1 711***
1 Avg Crit Del (sec/veh): 46.9

0 22 0

Avg Delay (sec/veh): 39.2

1 12
LOS: D

Lanes: 1 0 0 1 0
Final Vol: 15 15*** 12
Signal=Split/Rights=Include

Street Name: Mary Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 15 15 12 646 26 244 233 934 22 12 711 294 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 15 12 646 26 244 233 934 22 12 711 294 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 15 12 646 26 244 233 934 22 12 711 294 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: 15 15 12 646 26 244 233 934 22 12 711 294 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 15 12 646 26 244 233 934 22 12 711 294 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 15 12 646 26 244 233 934 22 12 711 294 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.93 0.95 0.92 0.92 0.97 0.95 0.92 0.98 0.95 Lanes: 1.00 0.56 0.44 1.92 0.08 1.00 1.00 1.95 0.05 1.00 1.40 0.60 Final Sat.: 1750 1000 800 3413 137 1750 1750 3615 85 1750 2617 1082 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.02 0.02 0.19 0.19 0.14 0.13 0.26 0.26 0.01 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 10.0 10.0 10.0 40.8 40.8 69.5 28.7 73.9 73.9 13.3 58.5 58.5 Volume/Cap: 0.13 0.23 0.23 0.70 0.70 0.30 0.70 0.52 0.52 0.08 0.70 0.70 Uniform Del: 65.9 66.3 66.3 49.0 49.0 25.1 56.6 26.0 26.0 62.7 38.3 38.3 IncremntDel: 0.5 1.0 1.0 2.2 2.2 0.2 6.3 0.3 0.3 0.2 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: 66.4 67.3 67.3 51.3 51.3 25.3 62.9 26.3 26.3 62.9 39.8 39.8 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: 66.4 67.3 67.3 51.3 51.3 25.3 62.9 26.3 26.3 62.9 39.8 39.8 LOS by Move: E E E D- D- C E C C E D D HCM2kAvgQ: 1 1 1 14 14 7 11 15 15 1 19 19 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 405 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-48
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Split/Rights=Overlap
Final Vol: 243 26*** 658
Lanes: 1 0 0 1 1

Signal=Protect

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

251***

1 Cycle Time (sec): 150

0 354

0 Loss Time (sec): 12

1 934 1

Critical V/C: 0.684

1 672***
1 Avg Crit Del (sec/veh): 48.1

0 22 0

Avg Delay (sec/veh): 39.9

1 12
LOS: D

Lanes: 1 0 0 1 0
Final Vol: 15 15*** 13
Signal=Split/Rights=Include

Street Name: Mary Ave Homestead Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 5:00 PM - 6:00 PM Base Vol: 15 15 13 658 26 243 251 934 22 12 672 354 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 15 13 658 26 243 251 934 22 12 672 354 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 15 13 658 26 243 251 934 22 12 672 354 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 15 13 658 26 243 251 934 22 12 672 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 15 13 658 26 243 251 934 22 12 672 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 15 13 658 26 243 251 934 22 12 672 354 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.93 0.95 0.92 0.92 0.97 0.95 0.92 0.99 0.95 Lanes: 1.00 0.54 0.46 1.93 0.07 1.00 1.00 1.95 0.05 1.00 1.29 0.71 Final Sat.: 1750 964 836 3415 135 1750 1750 3615 85 1750 2422 1276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.02 0.02 0.19 0.19 0.14 0.14 0.26 0.26 0.01 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 10.0 10.0 10.0 40.2 40.2 70.1 29.9 74.4 74.4 13.4 57.9 57.9 Volume/Cap: 0.13 0.23 0.23 0.72 0.72 0.30 0.72 0.52 0.52 0.08 0.72 0.72 Uniform Del: 65.9 66.4 66.4 49.8 49.8 24.7 56.1 25.7 25.7 62.6 39.1 39.1 IncremntDel: 0.5 1.0 1.0 2.7 2.7 0.2 7.1 0.3 0.3 0.2 1.8 1.8 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 66.4 67.4 67.4 52.5 52.5 24.9 63.2 26.0 26.0 62.8 41.0 41.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 66.4 67.4 67.4 52.5 52.5 24.9 63.2 26.0 26.0 62.8 41.0 41.0 LOS by Move: E E E D- D- C E C C E D D HCM2kAvgQ: 1 1 1 14 14 7 11 15 15 1 20 20 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 406 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-49
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Split/Rights=Include
Final Vol: 109 0 364***
Lanes: 1 0 0 1 0

Signal=Permit

Signal=Protect

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

0 0

Cycle Time (sec): 70

0 0

0 Loss Time (sec): 9

0 845*** 2

Critical V/C: 0.685

2 672
1 Avg Crit Del (sec/veh): 24.7

0 179 0

Avg Delay (sec/veh): 19.9

1 371***
LOS: B-

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

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

Base Vol: 0 0 0 364 0 109 0 845 179 371 672 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 364 0 109 0 845 179 371 672 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 364 0 109 0 845 179 371 672 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 364 0 109 0 845 179 371 672 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 364 0 109 0 845 179 371 672 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 364 0 109 0 845 179 371 672 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 0.99 0.95 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 2.46 0.54 1.00 2.00 0.00 Final Sat.: 0 0 0 1800 0 1750 0 4620 979 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.06 0.00 0.18 0.18 0.21 0.18 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 20.7 0.0 20.7 0.0 18.7 18.7 21.7 40.3 0.0 Volume/Cap: 0.00 0.00 0.00 0.69 0.00 0.21 0.00 0.69 0.69 0.69 0.31 0.00 Uniform Del: 0.0 0.0 0.0 21.8 0.0 18.5 0.0 23.0 23.0 21.2 7.6 0.0 IncremntDel: 0.0 0.0 0.0 3.7 0.0 0.2 0.0 1.3 1.3 3.6 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: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 25.5 0.0 18.8 0.0 24.4 24.4 24.8 7.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 25.5 0.0 18.8 0.0 24.4 24.4 24.8 7.7 0.0 LOS by Move: A A A C A B- A C C C A A HCM2kAvgQ: 0 0 0 9 0 2 0 8 8 9 4 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 407 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-50
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

Signal=Split/Rights=Include
Final Vol: 155 4*** 943
Lanes: 1 0 0 1 0

Signal=Permit

Signal=Protect

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

0 0

Cycle Time (sec): 70

0 0

0 Loss Time (sec): 9

0 845 2

Critical V/C: 1.688

2 731
1 Avg Crit Del (sec/veh): 341.2

0 495*** 0

Avg Delay (sec/veh): 242.1

1 1159***
LOS: F

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

Base Vol: 0 0 0 943 4 155 0 845 495 1159 731 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 943 4 155 0 845 495 1159 731 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 943 4 155 0 845 495 1159 731 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 943 4 155 0 845 495 1159 731 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 943 4 155 0 845 495 1159 731 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 943 4 155 0 845 495 1159 731 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.99 0.01 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat.: 0 0 0 1792 8 1750 0 3800 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.53 0.53 0.09 0.00 0.22 0.28 0.66 0.19 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 21.8 21.8 21.8 0.0 11.7 11.7 27.5 39.2 0.0 Volume/Cap: 0.00 0.00 0.00 1.69 1.69 0.28 0.00 1.33 1.69 1.69 0.34 0.00 Uniform Del: 0.0 0.0 0.0 24.1 24.1 18.2 0.0 29.1 29.1 21.3 8.4 0.0 IncremntDel: 0.0 0.0 0.0 317.4 317 0.3 0.0 154 315.2 316.0 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 341.5 342 18.5 0.0 183 344.3 337.3 8.5 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: 0.0 0.0 0.0 341.5 342 18.5 0.0 183 344.3 337.3 8.5 0.0 LOS by Move: A A A F F B- A F F F A A HCM2kAvgQ: 0 0 0 73 73 3 0 24 40 91 4 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 408 of 557 ends

COMPARE Fri Jan 24 10:18:33 2020 Page 3-51
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

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

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

Signal=Permit

Signal=Protect

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

0 0

Cycle Time (sec): 70

0 0

0 Loss Time (sec): 9

0 845 2

Critical V/C: 1.719

2 726
1 Avg Crit Del (sec/veh): 354.9

0 502*** 0

Avg Delay (sec/veh): 252.0

1 1157***
LOS: F

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

Base Vol: 0 0 0 986 4 160 0 845 502 1157 726 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 986 4 160 0 845 502 1157 726 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 986 4 160 0 845 502 1157 726 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 986 4 160 0 845 502 1157 726 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 986 4 160 0 845 502 1157 726 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 986 4 160 0 845 502 1157 726 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.95 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.99 0.01 1.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat.: 0 0 0 1793 7 1750 0 3800 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.55 0.55 0.09 0.00 0.22 0.29 0.66 0.19 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 22.4 22.4 22.4 0.0 11.7 11.7 26.9 38.6 0.0 Volume/Cap: 0.00 0.00 0.00 1.72 1.72 0.29 0.00 1.33 1.72 1.72 0.35 0.00 Uniform Del: 0.0 0.0 0.0 23.8 23.8 17.8 0.0 29.2 29.2 21.5 8.7 0.0 IncremntDel: 0.0 0.0 0.0 330.9 331 0.3 0.0 156 329.0 329.8 0.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Delay/Veh: 0.0 0.0 0.0 354.7 355 18.1 0.0 186 358.1 351.4 8.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 354.7 355 18.1 0.0 186 358.1 351.4 8.8 0.0 LOS by Move: A A A F F B- A F F F A A HCM2kAvgQ: 0 0 0 77 77 3 0 25 41 92 4 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 409 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
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:

135

1 Cycle Time (sec): 75

1 0

0 Loss Time (sec): 9

0 1069*** 2

Critical V/C: 0.687

3 860
0 Avg Crit Del (sec/veh): 19.9

0 0 0

Avg Delay (sec/veh): 24.9

0 0
LOS: C

Lanes: 0 1 0 0 1
Final Vol: 224 0 566***
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: 224 0 566 0 0 0 135 1069 0 0 860 269 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 224 0 566 0 0 0 135 1069 0 0 860 269 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 224 0 566 0 0 0 135 1069 0 0 860 269 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: 224 0 566 0 0 0 135 1069 0 0 860 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 0 566 0 0 0 135 1069 0 0 860 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: 224 0 566 0 0 0 135 1069 0 0 860 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: 0.12 0.00 0.32 0.00 0.00 0.00 0.08 0.28 0.00 0.00 0.15 0.00 Crit Moves: **** **** Green Time: 28.2 0.0 28.2 0.0 0.0 0.0 24.6 37.8 0.0 0.0 13.2 0.0 Volume/Cap: 0.33 0.00 0.86 0.00 0.00 0.00 0.24 0.56 0.00 0.00 0.86 0.00 Uniform Del: 16.6 0.0 21.5 0.0 0.0 0.0 18.4 12.9 0.0 0.0 30.0 0.0 IncremntDel: 0.3 0.0 11.0 0.0 0.0 0.0 0.2 0.4 0.0 0.0 7.6 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: 16.9 0.0 32.5 0.0 0.0 0.0 18.6 13.2 0.0 0.0 37.6 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: 16.9 0.0 32.5 0.0 0.0 0.0 18.6 13.2 0.0 0.0 37.6 0.0 LOS by Move: B A C- A A A B- B A A D+ A HCM2kAvgQ: 4 0 16 0 0 0 3 9 0 0 10 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 410 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
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:

142

1 Cycle Time (sec): 75

1 0

0 Loss Time (sec): 9

0 1572*** 2

Critical V/C: 0.888

3 1631
0 Avg Crit Del (sec/veh): 49.1

0 0 0

Avg Delay (sec/veh): 77.9

0 0
LOS: E-

Lanes: 0 1 0 0 1
Final Vol: 271 5 643***
Signal=Split/Rights=Include

Base Vol: 271 5 643 0 0 0 142 1572 0 0 1631 436 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 271 5 643 0 0 0 142 1572 0 0 1631 436 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 271 5 643 0 0 0 142 1572 0 0 1631 436 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: 271 5 643 0 0 0 142 1572 0 0 1631 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 271 5 643 0 0 0 142 1572 0 0 1631 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: 271 5 643 0 0 0 142 1572 0 0 1631 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: 0.98 0.02 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1767 33 1750 0 0 0 1750 3800 0 0 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.15 0.37 0.00 0.00 0.00 0.08 0.41 0.00 0.00 0.29 0.00 Crit Moves: **** **** Green Time: 22.7 22.7 22.7 0.0 0.0 0.0 25.6 43.3 0.0 0.0 17.7 0.0 Volume/Cap: 0.51 0.51 1.21 0.00 0.00 0.00 0.24 0.72 0.00 0.00 1.21 0.00 Uniform Del: 21.5 21.5 26.1 0.0 0.0 0.0 17.7 11.4 0.0 0.0 28.7 0.0 IncremntDel: 0.8 0.8 112.3 0.0 0.0 0.0 0.2 1.2 0.0 0.0 103 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 22.3 138.4 0.0 0.0 0.0 17.9 12.6 0.0 0.0 132 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 22.3 138.4 0.0 0.0 0.0 17.9 12.6 0.0 0.0 132 0.0 LOS by Move: C+ C+ F A A A B B A A F A HCM2kAvgQ: 6 6 34 0 0 0 3 14 0 0 27 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 411 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
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:

138

1 Cycle Time (sec): 75

1 0

0 Loss Time (sec): 9

0 1618*** 2

Critical V/C: 0.877

3 1604
0 Avg Crit Del (sec/veh): 45.0

0 0 0

Avg Delay (sec/veh): 72.7

0 0
LOS: E

Lanes: 0 1 0 0 1
Final Vol: 292 1 605***
Signal=Split/Rights=Include

Base Vol: 292 1 605 0 0 0 138 1618 0 0 1604 435 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 292 1 605 0 0 0 138 1618 0 0 1604 435 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 292 1 605 0 0 0 138 1618 0 0 1604 435 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: 292 1 605 0 0 0 138 1618 0 0 1604 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 292 1 605 0 0 0 138 1618 0 0 1604 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: 292 1 605 0 0 0 138 1618 0 0 1604 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: 0.99 0.01 1.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 3.00 1.00 Final Sat.: 1794 6 1750 0 0 0 1750 3800 0 0 5700 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.16 0.35 0.00 0.00 0.00 0.08 0.43 0.00 0.00 0.28 0.00 Crit Moves: **** **** Green Time: 21.7 21.7 21.7 0.0 0.0 0.0 26.7 44.3 0.0 0.0 17.6 0.0 Volume/Cap: 0.56 0.56 1.20 0.00 0.00 0.00 0.22 0.72 0.00 0.00 1.20 0.00 Uniform Del: 22.6 22.6 26.7 0.0 0.0 0.0 16.9 10.9 0.0 0.0 28.7 0.0 IncremntDel: 1.4 1.4 106.4 0.0 0.0 0.0 0.2 1.2 0.0 0.0 96.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 24.1 24.1 133.1 0.0 0.0 0.0 17.1 12.1 0.0 0.0 125 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: 24.1 24.1 133.1 0.0 0.0 0.0 17.1 12.1 0.0 0.0 125 0.0 LOS by Move: C C F A A A B B A A F A HCM2kAvgQ: 7 7 32 0 0 0 2 14 0 0 26 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 412 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #23: SR 85 SB Ramps & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 72 15 264***
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): 150

0 0

0 Loss Time (sec): 12

0 785*** 1

Critical V/C: 0.637

2 409
0 Avg Crit Del (sec/veh): 48.7

0 8 1

Avg Delay (sec/veh): 38.9

1 14***
LOS: D+

Lanes: 0 0 1! 0 0
Final Vol: 4*** 0 20
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 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 << 4:45 PM - 5:45 PM Base Vol: 4 0 20 264 15 72 0 785 8 14 409 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: 4 0 20 264 15 72 0 785 8 14 409 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: 4 0 20 264 15 72 0 785 8 14 409 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: 4 0 20 264 15 72 0 785 8 14 409 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 20 264 15 72 0 785 8 14 409 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: 4 0 20 264 15 72 0 785 8 14 409 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: 0.17 0.00 0.83 1.00 0.17 0.83 0.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 292 0 1458 1750 310 1490 0 1900 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.01 0.15 0.05 0.05 0.00 0.41 0.00 0.01 0.11 0.00 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 10.0 32.4 32.4 32.4 0.0 88.6 88.6 7.0 95.6 0.0 Volume/Cap: 0.21 0.00 0.21 0.70 0.22 0.22 0.00 0.70 0.01 0.17 0.17 0.00 Uniform Del: 66.2 0.0 66.2 54.3 48.5 48.5 0.0 21.4 12.6 68.7 11.0 0.0 IncremntDel: 0.9 0.0 0.9 5.7 0.3 0.3 0.0 2.0 0.0 1.0 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.96 1.96 1.00 1.00 0.00 Delay/Veh: 67.1 0.0 67.1 60.0 48.8 48.8 0.0 44.0 24.8 69.7 11.1 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: 67.1 0.0 67.1 60.0 48.8 48.8 0.0 44.0 24.8 69.7 11.1 0.0 LOS by Move: E A E E D D A D C E B+ A HCM2kAvgQ: 1 0 1 13 3 3 0 33 0 1 4 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 413 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #23: SR 85 SB Ramps & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 121 15 286***
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): 150

0 0

0 Loss Time (sec): 12

0 897*** 1

Critical V/C: 0.714

2 898
0 Avg Crit Del (sec/veh): 54.1

0 15 1

Avg Delay (sec/veh): 37.3

1 14***
LOS: D+

Lanes: 0 0 1! 0 0
Final Vol: 4*** 0 20
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 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 << 4:45 PM - 5:45 PM Base Vol: 4 0 20 286 15 121 0 897 15 14 898 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: 4 0 20 286 15 121 0 897 15 14 898 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: 4 0 20 286 15 121 0 897 15 14 898 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: 4 0 20 286 15 121 0 897 15 14 898 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 20 286 15 121 0 897 15 14 898 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: 4 0 20 286 15 121 0 897 15 14 898 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: 0.17 0.00 0.83 1.00 0.11 0.89 0.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 292 0 1458 1750 199 1601 0 1900 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.01 0.16 0.08 0.08 0.00 0.47 0.01 0.01 0.24 0.00 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 10.0 31.1 31.1 31.1 0.0 89.9 89.9 7.0 96.9 0.0 Volume/Cap: 0.21 0.00 0.21 0.79 0.36 0.36 0.00 0.79 0.01 0.17 0.37 0.00 Uniform Del: 66.2 0.0 66.2 56.3 51.0 51.0 0.0 22.8 12.2 68.7 12.3 0.0 IncremntDel: 0.9 0.0 0.9 11.0 0.6 0.6 0.0 3.7 0.0 1.0 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 2.00 2.00 1.00 1.00 0.00 Delay/Veh: 67.1 0.0 67.1 67.3 51.6 51.6 0.0 49.3 24.3 69.7 12.4 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: 67.1 0.0 67.1 67.3 51.6 51.6 0.0 49.3 24.3 69.7 12.4 0.0 LOS by Move: E A E E D- D- A D C E B A HCM2kAvgQ: 1 0 1 15 6 6 0 39 1 1 9 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 414 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #23: SR 85 SB Ramps & Homestead Rd

Signal=Split/Rights=Include
Final Vol: 127 15 288***
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): 150

0 0

0 Loss Time (sec): 12

0 888*** 1

Critical V/C: 0.710

2 853
0 Avg Crit Del (sec/veh): 53.9

0 15 1

Avg Delay (sec/veh): 37.6

1 14***
LOS: D+

Lanes: 0 0 1! 0 0
Final Vol: 4*** 0 20
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 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 << 4:45 PM - 5:45 PM Base Vol: 4 0 20 288 15 127 0 888 15 14 853 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: 4 0 20 288 15 127 0 888 15 14 853 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: 4 0 20 288 15 127 0 888 15 14 853 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: 4 0 20 288 15 127 0 888 15 14 853 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 20 288 15 127 0 888 15 14 853 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: 4 0 20 288 15 127 0 888 15 14 853 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: 0.17 0.00 0.83 1.00 0.11 0.89 0.00 1.00 1.00 1.00 2.00 0.00 Final Sat.: 292 0 1458 1750 190 1610 0 1900 1750 1750 3800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.01 0.16 0.08 0.08 0.00 0.47 0.01 0.01 0.22 0.00 Crit Moves: **** **** **** **** Green Time: 10.0 0.0 10.0 31.5 31.5 31.5 0.0 89.5 89.5 7.0 96.5 0.0 Volume/Cap: 0.21 0.00 0.21 0.78 0.38 0.38 0.00 0.78 0.01 0.17 0.35 0.00 Uniform Del: 66.2 0.0 66.2 56.0 50.8 50.8 0.0 22.9 12.3 68.7 12.3 0.0 IncremntDel: 0.9 0.0 0.9 10.5 0.6 0.6 0.0 3.6 0.0 1.0 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 1.99 1.99 1.00 1.00 0.00 Delay/Veh: 67.1 0.0 67.1 66.5 51.4 51.4 0.0 49.1 24.5 69.7 12.4 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: 67.1 0.0 67.1 66.5 51.4 51.4 0.0 49.1 24.5 69.7 12.4 0.0 LOS by Move: E A E E D- D- A D C E B A HCM2kAvgQ: 1 0 1 15 6 6 0 38 1 1 9 0 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 415 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #24: SR 85 NB Ramps & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 44 0 51***
Lanes: 1 0 0 1 0

Signal=Protect

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

40 1

Cycle Time (sec): 149

0 21

0 Loss Time (sec): 9

1 967*** 1

Critical V/C: 0.617

1 366
0 Avg Crit Del (sec/veh): 14.4

0 50 1

Avg Delay (sec/veh): 14.9

1 74***
LOS: B

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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:45 PM - 5:45 PM Base Vol: 0 0 0 51 0 44 40 967 50 74 366 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: 0 0 0 51 0 44 40 967 50 74 366 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: 0 0 0 51 0 44 40 967 50 74 366 21 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 51 0 44 40 967 50 74 366 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 51 0 44 40 967 50 74 366 21 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 51 0 44 40 967 50 74 366 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 0.95 0.95 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.89 0.11 Final Sat.: 0 0 0 1800 0 1750 1750 1900 1750 1750 3499 201 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.02 0.51 0.03 0.04 0.10 0.10 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 50.3 40.3 120 120.0 10.0 89.7 89.7 Volume/Cap: 0.00 0.00 0.00 0.42 0.00 0.07 0.08 0.63 0.04 0.63 0.17 0.17 Uniform Del: 0.0 0.0 0.0 66.7 0.0 33.5 40.6 5.7 2.9 67.7 13.2 13.2 IncremntDel: 0.0 0.0 0.0 2.4 0.0 0.1 0.1 0.9 0.0 10.7 0.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 69.1 0.0 33.6 40.7 6.6 2.9 78.4 13.2 13.2 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: 0.0 0.0 0.0 69.1 0.0 33.6 40.7 6.6 2.9 78.4 13.2 13.2 LOS by Move: A A A E A C- D A A E- B B HCM2kAvgQ: 0 0 0 3 0 1 1 17 0 4 4 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 416 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #24: SR 85 NB Ramps & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 60 5*** 51
Lanes: 1 0 0 1 0

Signal=Protect

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

71 1

Cycle Time (sec): 149

0 34

0 Loss Time (sec): 9

1 1095*** 1

Critical V/C: 0.694

1 857
0 Avg Crit Del (sec/veh): 15.8

0 76 1

Avg Delay (sec/veh): 14.2

1 78***
LOS: B

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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:45 PM - 5:45 PM Base Vol: 0 0 0 51 5 60 71 1095 76 78 857 34 Growth Adj: 1.00 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 51 5 60 71 1095 76 78 857 34 Added Vol: 0 0 0 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 51 5 60 71 1095 76 78 857 34 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 51 5 60 71 1095 76 78 857 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 51 5 60 71 1095 76 78 857 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 51 5 60 71 1095 76 78 857 34 ------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 Lanes: 0.00 0.00 0.00 0.91 0.09 1.00 1.00 1.00 1.00 1.00 1.92 0.08 Final Sat.: 0 0 0 1639 161 1750 1750 1900 1750 1750 3559 141 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.03 0.03 0.04 0.58 0.04 0.04 0.24 0.24 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 10.0 31.2 21.2 121 120.7 9.3 109 108.8 Volume/Cap: 0.00 0.00 0.00 0.46 0.46 0.16 0.28 0.71 0.05 0.71 0.33 0.33 Uniform Del: 0.0 0.0 0.0 66.9 66.9 48.2 57.1 6.4 2.8 68.5 7.2 7.2 IncremntDel: 0.0 0.0 0.0 2.8 2.8 0.2 0.6 1.6 0.0 19.6 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 69.7 69.7 48.4 57.7 7.9 2.8 88.1 7.2 7.2 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: 0.0 0.0 0.0 69.7 69.7 48.4 57.7 7.9 2.8 88.1 7.2 7.2 LOS by Move: A A A E E D E+ A A F A A HCM2kAvgQ: 0 0 0 3 3 2 3 22 1 4 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 417 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #24: SR 85 NB Ramps & Homestead Rd

Signal=Split/Rights=Overlap
Final Vol: 60 5*** 51
Lanes: 1 0 0 1 0

Signal=Protect

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

80 1

Cycle Time (sec): 149

0 34

0 Loss Time (sec): 9

1 1081*** 1

Critical V/C: 0.685

1 808
0 Avg Crit Del (sec/veh): 15.6

0 75 1

Avg Delay (sec/veh): 14.5

1 77***
LOS: B

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: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:45 PM - 5:45 PM Base Vol: 0 0 0 51 5 60 80 1081 75 77 808 34 Growth Adj: 1.00 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 51 5 60 80 1081 75 77 808 34 Added Vol: 0 0 0 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 51 5 60 80 1081 75 77 808 34 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 51 5 60 80 1081 75 77 808 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 51 5 60 80 1081 75 77 808 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 51 5 60 80 1081 75 77 808 34 ------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 Lanes: 0.00 0.00 0.00 0.91 0.09 1.00 1.00 1.00 1.00 1.00 1.92 0.08 Final Sat.: 0 0 0 1639 161 1750 1750 1900 1750 1750 3550 149 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.03 0.03 0.03 0.05 0.57 0.04 0.04 0.23 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 10.0 32.2 22.2 121 120.7 9.3 108 107.8 Volume/Cap: 0.00 0.00 0.00 0.46 0.46 0.16 0.31 0.70 0.05 0.70 0.31 0.31 Uniform Del: 0.0 0.0 0.0 66.9 66.9 47.4 56.5 6.2 2.8 68.5 7.4 7.4 IncremntDel: 0.0 0.0 0.0 2.8 2.8 0.2 0.7 1.5 0.0 18.5 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 69.7 69.7 47.6 57.2 7.7 2.8 87.0 7.5 7.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 69.7 69.7 47.6 57.2 7.7 2.8 87.0 7.5 7.5 LOS by Move: A A A E E D E+ A A F A A HCM2kAvgQ: 0 0 0 3 3 2 3 21 1 4 7 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 418 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #25: Hollenbeck Ave & Fremont Ave

Signal=Protect/Rights=Overlap
Final Vol: 114 418*** 143
Lanes: 1 0 1 0 1

Signal=Protect

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

170

1 Cycle Time (sec): 142

0 171

0 Loss Time (sec): 12

1 956*** 2

Critical V/C: 0.683

2 483
1 Avg Crit Del (sec/veh): 48.4

0 183 0

Avg Delay (sec/veh): 45.0

1 241***
LOS: D

Lanes: 1 0 1 0 1
Final Vol: 113*** 238 180
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 << 5:00 PM - 6:00 PM Base Vol: 113 238 180 143 418 114 170 956 183 241 483 171 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: 113 238 180 143 418 114 170 956 183 241 483 171 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: 113 238 180 143 418 114 170 956 183 241 483 171 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: 113 238 180 143 418 114 170 956 183 241 483 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 238 180 143 418 114 170 956 183 241 483 171 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: 113 238 180 143 418 114 170 956 183 241 483 171 ------------|---------------||---------------||---------------||---------------| 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 2.50 0.50 1.00 2.19 0.81 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 4699 900 1750 4134 1464 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.13 0.10 0.08 0.22 0.07 0.10 0.20 0.20 0.14 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 13.4 35.8 64.4 23.3 45.7 77.9 32.2 42.3 42.3 28.6 38.7 38.7 Volume/Cap: 0.68 0.50 0.23 0.50 0.68 0.12 0.43 0.68 0.68 0.68 0.43 0.43 Uniform Del: 62.2 45.4 23.6 54.0 41.9 15.5 47.0 44.0 44.0 52.5 42.5 42.5 IncremntDel: 11.2 0.8 0.1 1.4 3.2 0.1 0.7 1.2 1.2 5.5 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: 73.4 46.2 23.8 55.3 45.1 15.5 47.8 45.2 45.2 58.0 42.7 42.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.4 46.2 23.8 55.3 45.1 15.5 47.8 45.2 45.2 58.0 42.7 42.7 LOS by Move: E D C E+ D B D D D E+ D D HCM2kAvgQ: 6 9 5 7 16 2 7 14 14 10 8 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 419 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #25: Hollenbeck Ave & Fremont Ave

Signal=Protect/Rights=Overlap
Final Vol: 226 624*** 198
Lanes: 1 0 1 0 1

Signal=Protect

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

230

1 Cycle Time (sec): 142

0 186

0 Loss Time (sec): 12

1 1255*** 2

Critical V/C: 0.876

2 970
1 Avg Crit Del (sec/veh): 58.1

0 253 0

Avg Delay (sec/veh): 52.1

1 241***
LOS: D-

Lanes: 1 0 1 0 1
Final Vol: 117*** 382 180
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 << 5:00 PM - 6:00 PM Base Vol: 117 382 180 198 624 226 230 1255 253 241 970 186 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 382 180 198 624 226 230 1255 253 241 970 186 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 117 382 180 198 624 226 230 1255 253 241 970 186 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: 117 382 180 198 624 226 230 1255 253 241 970 186 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 382 180 198 624 226 230 1255 253 241 970 186 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 117 382 180 198 624 226 230 1255 253 241 970 186 ------------|---------------||---------------||---------------||---------------| 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 2.48 0.52 1.00 2.50 0.50 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 4659 939 1750 4698 901 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.20 0.10 0.11 0.33 0.13 0.13 0.27 0.27 0.14 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 10.8 41.0 63.3 23.1 53.2 78.9 25.7 43.6 43.6 22.3 40.3 40.3 Volume/Cap: 0.88 0.70 0.23 0.70 0.88 0.23 0.73 0.88 0.88 0.88 0.73 0.73 Uniform Del: 64.9 45.0 24.3 56.2 41.3 16.1 54.9 46.6 46.6 58.5 45.9 45.9 IncremntDel: 43.2 3.9 0.2 7.4 11.9 0.1 8.2 5.4 5.4 25.5 1.7 1.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 108.1 48.9 24.5 63.5 53.2 16.2 63.1 52.0 52.0 84.0 47.6 47.6 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: 108.1 48.9 24.5 63.5 53.2 16.2 63.1 52.0 52.0 84.0 47.6 47.6 LOS by Move: F D C E D- B E D- D- F D D HCM2kAvgQ: 8 16 5 10 28 5 10 22 22 11 15 15 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 420 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #25: Hollenbeck Ave & Fremont Ave

Signal=Protect/Rights=Overlap
Final Vol: 224 610*** 216
Lanes: 1 0 1 0 1

Signal=Protect

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

225

1 Cycle Time (sec): 142

0 224

0 Loss Time (sec): 12

1 1279*** 2

Critical V/C: 0.871

2 922
1 Avg Crit Del (sec/veh): 57.3

0 245 0

Avg Delay (sec/veh): 51.9

1 241***
LOS: D-

Lanes: 1 0 1 0 1
Final Vol: 116*** 396 180
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 << 5:00 PM - 6:00 PM Base Vol: 116 396 180 216 610 224 225 1279 245 241 922 224 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 116 396 180 216 610 224 225 1279 245 241 922 224 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 116 396 180 216 610 224 225 1279 245 241 922 224 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 396 180 216 610 224 225 1279 245 241 922 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 396 180 216 610 224 225 1279 245 241 922 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 396 180 216 610 224 225 1279 245 241 922 224 ------------|---------------||---------------||---------------||---------------| 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 2.50 0.50 1.00 2.39 0.61 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 4699 900 1750 4504 1094 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.10 0.12 0.32 0.13 0.13 0.27 0.27 0.14 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 10.8 39.7 62.1 23.5 52.4 78.1 25.8 44.4 44.4 22.5 41.1 41.1 Volume/Cap: 0.87 0.75 0.24 0.75 0.87 0.23 0.71 0.87 0.87 0.87 0.71 0.71 Uniform Del: 64.9 46.6 25.0 56.4 41.7 16.5 54.6 46.1 46.1 58.4 45.1 45.1 IncremntDel: 42.0 5.7 0.2 10.1 11.5 0.1 7.2 5.1 5.1 24.5 1.5 1.5 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 106.9 52.3 25.2 66.6 53.2 16.6 61.8 51.2 51.2 82.8 46.6 46.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 106.9 52.3 25.2 66.6 53.2 16.6 61.8 51.2 51.2 82.8 46.6 46.6 LOS by Move: F D- C E D- B E D- D- F D D HCM2kAvgQ: 8 17 5 11 27 5 10 22 22 11 14 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 421 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #26: Hollenbeck Ave & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 67 553 219***
Lanes: 0 1 1 0 1

Signal=Protect

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

55 1

Cycle Time (sec): 149

0 155

0 Loss Time (sec): 12

1 864*** 1

Critical V/C: 0.832

1 445
1 Avg Crit Del (sec/veh): 55.0

0 463 0

Avg Delay (sec/veh): 51.9

1 205***
LOS: D-

Lanes: 2 0 1 1 0
Final Vol: 254 327*** 279
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 << 5:00 PM - 6:00 PM Base Vol: 254 327 279 219 553 67 55 864 463 205 445 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 254 327 279 219 553 67 55 864 463 205 445 155 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 254 327 279 219 553 67 55 864 463 205 445 155 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: 254 327 279 219 553 67 55 864 463 205 445 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 254 327 279 219 553 67 55 864 463 205 445 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 254 327 279 219 553 67 55 864 463 205 445 155 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 2.00 1.05 0.95 1.00 1.78 0.22 1.00 1.28 0.72 1.00 1.47 0.53 Final Sat.: 3150 1995 1702 1750 3300 400 1750 2408 1290 1750 2743 956 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.16 0.16 0.13 0.17 0.17 0.03 0.36 0.36 0.12 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 16.8 29.4 29.4 22.4 34.9 34.9 19.1 64.3 64.3 21.0 66.1 66.1 Volume/Cap: 0.71 0.83 0.83 0.83 0.71 0.71 0.24 0.83 0.83 0.83 0.37 0.37 Uniform Del: 63.8 57.5 57.5 61.5 52.4 52.4 58.4 37.6 37.6 62.3 27.5 27.5 IncremntDel: 6.7 8.1 8.1 19.6 2.8 2.8 0.6 3.9 3.9 20.8 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: 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: 70.5 65.5 65.5 81.1 55.3 55.3 59.0 41.5 41.5 83.0 27.7 27.7 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: 70.5 65.5 65.5 81.1 55.3 55.3 59.0 41.5 41.5 83.0 27.7 27.7 LOS by Move: E E E F E+ E+ E+ D D F C C HCM2kAvgQ: 8 16 16 13 14 14 2 28 28 10 9 9 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 422 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #26: Hollenbeck Ave & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 67 553 394***
Lanes: 0 1 1 0 1

Signal=Protect

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

68 1

Cycle Time (sec): 149

0 187

0 Loss Time (sec): 12

1 864*** 1

Critical V/C: 0.987

1 663
1 Avg Crit Del (sec/veh): 81.7

0 569 0

Avg Delay (sec/veh): 67.0

1 224***
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 356 339*** 279
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 << 5:00 PM - 6:00 PM Base Vol: 356 339 279 394 553 67 68 864 569 224 663 187 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 339 279 394 553 67 68 864 569 224 663 187 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 356 339 279 394 553 67 68 864 569 224 663 187 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 356 339 279 394 553 67 68 864 569 224 663 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 356 339 279 394 553 67 68 864 569 224 663 187 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 356 339 279 394 553 67 68 864 569 224 663 187 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 2.00 1.07 0.93 1.00 1.78 0.22 1.00 1.18 0.82 1.00 1.55 0.45 Final Sat.: 3150 2028 1669 1750 3300 400 1750 2230 1468 1750 2885 814 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.17 0.17 0.23 0.17 0.17 0.04 0.39 0.39 0.13 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 23.8 25.2 25.2 34.0 35.4 35.4 13.2 58.5 58.5 19.3 64.6 64.6 Volume/Cap: 0.71 0.99 0.99 0.99 0.71 0.71 0.44 0.99 0.99 0.99 0.53 0.53 Uniform Del: 59.3 61.7 61.7 57.3 52.1 52.1 64.4 44.9 44.9 64.7 31.0 31.0 IncremntDel: 4.6 32.6 32.6 41.5 2.7 2.7 2.0 20.5 20.5 56.0 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 63.8 94.4 94.4 98.8 54.7 54.7 66.4 65.4 65.4 120.7 31.4 31.4 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: 63.8 94.4 94.4 98.8 54.7 54.7 66.4 65.4 65.4 120.7 31.4 31.4 LOS by Move: E F F F D- D- E E E F C C HCM2kAvgQ: 10 19 19 25 14 14 3 37 37 12 14 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 423 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #26: Hollenbeck Ave & Homestead Rd

Signal=Protect/Rights=Include
Final Vol: 67 553 405***
Lanes: 0 1 1 0 1

Signal=Protect

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

79 1

Cycle Time (sec): 149

0 187

0 Loss Time (sec): 12

1 864*** 1

Critical V/C: 0.995

1 695
1 Avg Crit Del (sec/veh): 84.5

0 552 0

Avg Delay (sec/veh): 68.5

1 230***
LOS: E

Lanes: 2 0 1 1 0
Final Vol: 361 348*** 279
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 << 5:00 PM - 6:00 PM Base Vol: 361 348 279 405 553 67 79 864 552 230 695 187 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 361 348 279 405 553 67 79 864 552 230 695 187 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 361 348 279 405 553 67 79 864 552 230 695 187 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: 361 348 279 405 553 67 79 864 552 230 695 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 361 348 279 405 553 67 79 864 552 230 695 187 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 361 348 279 405 553 67 79 864 552 230 695 187 ------------|---------------||---------------||---------------||---------------| 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 0.98 0.95 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 2.00 1.09 0.91 1.00 1.78 0.22 1.00 1.20 0.80 1.00 1.56 0.44 Final Sat.: 3150 2052 1645 1750 3300 400 1750 2257 1442 1750 2915 784 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.17 0.17 0.23 0.17 0.17 0.05 0.38 0.38 0.13 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 24.4 25.4 25.4 34.6 35.6 35.6 12.7 57.3 57.3 19.7 64.3 64.3 Volume/Cap: 0.70 1.00 1.00 1.00 0.70 0.70 0.53 1.00 1.00 1.00 0.55 0.55 Uniform Del: 58.9 61.8 61.8 57.1 51.8 51.8 65.3 45.7 45.7 64.6 31.6 31.6 IncremntDel: 4.3 34.6 34.6 43.4 2.5 2.5 3.6 22.7 22.7 57.9 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: 63.1 96.4 96.4 100.5 54.3 54.3 68.9 68.4 68.4 122.5 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: 63.1 96.4 96.4 100.5 54.3 54.3 68.9 68.4 68.4 122.5 32.0 32.0 LOS by Move: E F F F D- D- E E E F C- C- HCM2kAvgQ: 11 20 20 25 14 14 4 38 38 12 14 14 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 424 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #27: Mathilda Ave & Almanor Ave

Signal=Protect/Rights=Include
Final Vol: 155 2076*** 187
Lanes: 0 1 3 0 1

Signal=Protect

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

348***

2 Cycle Time (sec): 160

1 83

0 Loss Time (sec): 12

0 118 0

Critical V/C: 0.458

1 6***
1 Avg Crit Del (sec/veh): 24.1

0 59 0

Avg Delay (sec/veh): 30.4

1 27
LOS: C

Lanes: 1 0 4 0 1
Final Vol: 22*** 1278 103
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 << 4:45 PM - 5:45 PM Base Vol: 22 1278 103 187 2076 155 348 118 59 27 6 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 1278 103 187 2076 155 348 118 59 27 6 83 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 22 1278 103 187 2076 155 348 118 59 27 6 83 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: 22 1278 103 187 2076 155 348 118 59 27 6 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 1278 103 187 2076 155 348 118 59 27 6 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 1278 103 187 2076 155 348 118 59 27 6 83 ------------|---------------||---------------||---------------||---------------| 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 3.71 0.29 2.00 0.67 0.33 1.00 1.00 1.00 Final Sat.: 1750 7600 1750 1750 6978 521 3150 1200 600 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.17 0.06 0.11 0.30 0.30 0.11 0.10 0.10 0.02 0.00 0.05 Crit Moves: **** **** **** **** Green Time: 7.0 62.7 76.7 39.8 95.5 95.5 35.5 31.5 31.5 14.0 10.0 49.8 Volume/Cap: 0.29 0.43 0.12 0.43 0.50 0.50 0.50 0.50 0.50 0.18 0.05 0.15 Uniform Del: 74.1 35.6 23.0 50.5 18.5 18.5 54.5 57.3 57.3 67.7 70.5 39.8 IncremntDel: 2.1 0.1 0.1 0.7 0.1 0.1 0.6 1.1 1.1 0.6 0.2 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 76.2 35.7 23.1 51.2 18.6 18.6 55.0 58.4 58.4 68.2 70.7 39.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 76.2 35.7 23.1 51.2 18.6 18.6 55.0 58.4 58.4 68.2 70.7 39.9 LOS by Move: E- D+ C D- B- B- E+ E+ E+ E E D HCM2kAvgQ: 1 11 3 8 15 15 9 8 8 1 0 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 425 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #27: Mathilda Ave & Almanor Ave

Signal=Protect/Rights=Include
Final Vol: 192 2783 298***
Lanes: 0 1 3 0 1

Signal=Protect

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

431

2 Cycle Time (sec): 160

1 280

0 Loss Time (sec): 12

0 118*** 0

Critical V/C: 0.750

1 25
1 Avg Crit Del (sec/veh): 47.6

0 134 0

Avg Delay (sec/veh): 38.3

1 126***
LOS: D+

Lanes: 1 0 4 0 1
Final Vol: 63 2364*** 118
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 << 4:45 PM - 5:45 PM Base Vol: 63 2364 118 298 2783 192 431 118 134 126 25 280 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: 63 2364 118 298 2783 192 431 118 134 126 25 280 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: 63 2364 118 298 2783 192 431 118 134 126 25 280 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: 63 2364 118 298 2783 192 431 118 134 126 25 280 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 2364 118 298 2783 192 431 118 134 126 25 280 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: 63 2364 118 298 2783 192 431 118 134 126 25 280 ------------|---------------||---------------||---------------||---------------| 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 3.73 0.27 2.00 0.47 0.53 1.00 1.00 1.00 Final Sat.: 1750 7600 1750 1750 7015 484 3150 843 957 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.31 0.07 0.17 0.40 0.40 0.14 0.14 0.14 0.07 0.01 0.16 Crit Moves: **** **** **** **** Green Time: 10.2 66.4 81.8 36.3 92.5 92.5 31.1 29.9 29.9 15.4 14.2 50.5 Volume/Cap: 0.56 0.75 0.13 0.75 0.69 0.69 0.70 0.75 0.75 0.75 0.15 0.51 Uniform Del: 72.7 39.7 20.5 57.6 23.6 23.6 60.2 61.5 61.5 70.4 67.3 44.6 IncremntDel: 6.5 1.0 0.1 7.7 0.5 0.5 3.7 9.0 9.0 17.0 0.4 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: 79.3 40.8 20.6 65.3 24.0 24.0 63.9 70.6 70.6 87.4 67.7 45.3 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: 79.3 40.8 20.6 65.3 24.0 24.0 63.9 70.6 70.6 87.4 67.7 45.3 LOS by Move: E- D C+ E C C E E E F E D HCM2kAvgQ: 3 24 3 16 25 25 13 14 14 8 1 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 426 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #27: Mathilda Ave & Almanor Ave

Signal=Protect/Rights=Include
Final Vol: 177 2859 271***
Lanes: 0 1 3 0 1

Signal=Protect

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

436

2 Cycle Time (sec): 160

1 280

0 Loss Time (sec): 12

0 133*** 0

Critical V/C: 0.734

1 25
1 Avg Crit Del (sec/veh): 45.7

0 113 0

Avg Delay (sec/veh): 37.6

1 126***
LOS: D+

Lanes: 1 0 4 0 1
Final Vol: 65 2400*** 125
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 << 4:45 PM - 5:45 PM Base Vol: 65 2400 125 271 2859 177 436 133 113 126 25 280 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: 65 2400 125 271 2859 177 436 133 113 126 25 280 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: 65 2400 125 271 2859 177 436 133 113 126 25 280 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: 65 2400 125 271 2859 177 436 133 113 126 25 280 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 2400 125 271 2859 177 436 133 113 126 25 280 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: 65 2400 125 271 2859 177 436 133 113 126 25 280 ------------|---------------||---------------||---------------||---------------| 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 3.76 0.24 2.00 0.54 0.46 1.00 1.00 1.00 Final Sat.: 1750 7600 1750 1750 7062 437 3150 973 827 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.32 0.07 0.15 0.40 0.40 0.14 0.14 0.14 0.07 0.01 0.16 Crit Moves: **** **** **** **** Green Time: 10.0 68.8 84.5 33.7 92.5 92.5 31.3 29.8 29.8 15.7 14.1 47.9 Volume/Cap: 0.59 0.73 0.14 0.73 0.70 0.70 0.71 0.73 0.73 0.73 0.15 0.53 Uniform Del: 73.0 38.0 19.2 58.9 23.9 23.9 60.1 61.4 61.4 70.1 67.4 46.8 IncremntDel: 8.5 0.9 0.1 7.5 0.5 0.5 3.8 8.2 8.2 15.1 0.4 1.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 81.6 38.9 19.3 66.4 24.4 24.4 63.8 69.6 69.6 85.3 67.8 47.8 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: 81.6 38.9 19.3 66.4 24.4 24.4 63.8 69.6 69.6 85.3 67.8 47.8 LOS by Move: F D+ B- E C C E E E F E D HCM2kAvgQ: 3 24 3 15 26 26 13 13 13 8 1 12 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 427 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #28: Mathilda Ave & San Aleso Ave

Signal=Protect/Rights=Include
Final Vol: 9 2146*** 76
Lanes: 0 1 3 0 1

Signal=Permit

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

19 1

Cycle Time (sec): 147

0 16

0 Loss Time (sec): 9

0 5 0

Critical V/C: 0.339

1! 0
1 Avg Crit Del (sec/veh): 4.8

0 2 0

Avg Delay (sec/veh): 7.2

0 25***
LOS: A

Lanes: 1 0 3 0 1
Final Vol: 13*** 1366 90
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 << 4:45 PM - 5:45 PM Base Vol: 13 1366 90 76 2146 9 19 5 2 25 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 1366 90 76 2146 9 19 5 2 25 0 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 13 1366 90 76 2146 9 19 5 2 25 0 16 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: 13 1366 90 76 2146 9 19 5 2 25 0 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 1366 90 76 2146 9 19 5 2 25 0 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 13 1366 90 76 2146 9 19 5 2 25 0 16 ------------|---------------||---------------||---------------||---------------| 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 3.98 0.02 1.00 0.71 0.29 0.61 0.00 0.39 Final Sat.: 1750 5700 1750 1750 7469 31 1750 1286 514 1067 0 683 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.24 0.05 0.04 0.29 0.29 0.01 0.00 0.00 0.02 0.00 0.02 Crit Moves: **** **** **** Green Time: 7.0 107 106.8 21.2 121 121.0 10.0 10.0 10.0 10.0 0.0 10.0 Volume/Cap: 0.16 0.33 0.07 0.30 0.35 0.35 0.16 0.06 0.06 0.34 0.00 0.34 Uniform Del: 67.2 7.2 5.8 56.3 3.2 3.2 64.5 64.1 64.1 65.4 0.0 65.4 IncremntDel: 0.9 0.0 0.0 0.7 0.0 0.0 0.6 0.2 0.2 1.7 0.0 1.7 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Delay/Veh: 68.0 7.3 5.8 56.9 3.3 3.3 65.2 64.3 64.3 67.1 0.0 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: 68.0 7.3 5.8 56.9 3.3 3.3 65.2 64.3 64.3 67.1 0.0 67.1 LOS by Move: E A A E+ A A E E E E A E HCM2kAvgQ: 1 7 1 3 6 6 1 0 0 2 0 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 428 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #28: Mathilda Ave & San Aleso Ave

Signal=Protect/Rights=Include
Final Vol: 14 2146 149***
Lanes: 0 1 3 0 1

Signal=Permit

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

41 1

Cycle Time (sec): 147

0 102

0 Loss Time (sec): 9

0 5 0

Critical V/C: 0.586

1! 1***
1 Avg Crit Del (sec/veh): 25.4

0 22 0

Avg Delay (sec/veh): 20.3

0 109
LOS: C+

Lanes: 1 0 3 0 1
Final Vol: 14 1962*** 181
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 << 4:45 PM - 5:45 PM Base Vol: 14 1962 181 149 2146 14 41 5 22 109 1 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 1962 181 149 2146 14 41 5 22 109 1 102 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 14 1962 181 149 2146 14 41 5 22 109 1 102 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: 14 1962 181 149 2146 14 41 5 22 109 1 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 1962 181 149 2146 14 41 5 22 109 1 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 1962 181 149 2146 14 41 5 22 109 1 102 ------------|---------------||---------------||---------------||---------------| 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 3.97 0.03 1.00 0.19 0.81 0.51 0.01 0.48 Final Sat.: 1750 5700 1750 1750 7451 49 1750 333 1467 900 8 842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.34 0.10 0.09 0.29 0.29 0.02 0.02 0.02 0.12 0.12 0.12 Crit Moves: **** **** **** Green Time: 15.3 86.3 86.3 21.3 92.4 92.4 30.4 30.4 30.4 30.4 30.4 30.4 Volume/Cap: 0.08 0.59 0.18 0.59 0.46 0.46 0.11 0.07 0.07 0.59 0.59 0.59 Uniform Del: 59.5 19.1 14.0 58.7 14.3 14.3 47.4 47.0 47.0 52.6 52.6 52.6 IncremntDel: 0.2 0.3 0.1 3.5 0.1 0.1 0.1 0.1 0.1 2.5 2.5 2.5 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: 59.7 19.4 14.1 62.2 14.3 14.3 47.5 47.1 47.1 55.1 55.1 55.1 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: 59.7 19.4 14.1 62.2 14.3 14.3 47.5 47.1 47.1 55.1 55.1 55.1 LOS by Move: E+ B- B E B B D D D E+ E+ E+ HCM2kAvgQ: 1 18 4 7 12 12 2 1 1 10 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 429 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #28: Mathilda Ave & San Aleso Ave

Signal=Protect/Rights=Include
Final Vol: 14 2146 145***
Lanes: 0 1 3 0 1

Signal=Permit

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

41 1

Cycle Time (sec): 147

0 103

0 Loss Time (sec): 9

0 5 0

Critical V/C: 0.587

1! 1***
1 Avg Crit Del (sec/veh): 24.7

0 22 0

Avg Delay (sec/veh): 19.9

0 103
LOS: B-

Lanes: 1 0 3 0 1
Final Vol: 14 1997*** 183
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 << 4:45 PM - 5:45 PM Base Vol: 14 1997 183 145 2146 14 41 5 22 103 1 103 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 14 1997 183 145 2146 14 41 5 22 103 1 103 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 14 1997 183 145 2146 14 41 5 22 103 1 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 14 1997 183 145 2146 14 41 5 22 103 1 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 1997 183 145 2146 14 41 5 22 103 1 103 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 14 1997 183 145 2146 14 41 5 22 103 1 103 ------------|---------------||---------------||---------------||---------------| 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 3.97 0.03 1.00 0.19 0.81 0.50 0.01 0.49 Final Sat.: 1750 5700 1750 1750 7451 49 1750 333 1467 871 8 871 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.35 0.10 0.08 0.29 0.29 0.02 0.02 0.02 0.12 0.12 0.12 Crit Moves: **** **** **** Green Time: 15.4 87.7 87.7 20.7 93.0 93.0 29.6 29.6 29.6 29.6 29.6 29.6 Volume/Cap: 0.08 0.59 0.18 0.59 0.46 0.46 0.12 0.07 0.07 0.59 0.59 0.59 Uniform Del: 59.4 18.4 13.4 59.1 13.9 13.9 48.0 47.6 47.6 53.2 53.2 53.2 IncremntDel: 0.2 0.3 0.1 3.7 0.1 0.1 0.1 0.1 0.1 2.6 2.6 2.6 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: 59.6 18.7 13.5 62.8 14.0 14.0 48.2 47.7 47.7 55.8 55.8 55.8 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: 59.6 18.7 13.5 62.8 14.0 14.0 48.2 47.7 47.7 55.8 55.8 55.8 LOS by Move: E+ B- B E B B D D D E+ E+ E+ HCM2kAvgQ: 1 18 4 6 12 12 2 1 1 10 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 430 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #29: Mathilda Ave & Maude Ave

Signal=Protect/Rights=Overlap
Final Vol: 91 1566 315***
Lanes: 1 0 4 0 2

Signal=Protect

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

452

2 Cycle Time (sec): 160

0 136

0 Loss Time (sec): 12

1 365 1

Critical V/C: 0.653

1 114
0 Avg Crit Del (sec/veh): 51.2

0 576*** 1

Avg Delay (sec/veh): 47.2

1 87***
LOS: D

Lanes: 2 0 2 1 0
Final Vol: 104 787*** 98
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: 30 Oct 2018 << 4:30 PM - 5:30 PM Base Vol: 104 787 98 315 1566 91 452 365 576 87 114 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 787 98 315 1566 91 452 365 576 87 114 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 104 787 98 315 1566 91 452 365 576 87 114 136 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: 104 787 98 315 1566 91 452 365 576 87 114 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 787 98 315 1566 91 452 365 576 87 114 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 104 787 98 315 1566 91 452 365 576 87 114 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 2.66 0.34 2.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 3150 4979 620 3150 7600 1750 3150 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.16 0.16 0.10 0.21 0.05 0.14 0.19 0.33 0.05 0.06 0.08 Crit Moves: **** **** **** **** Green Time: 11.1 38.7 38.7 24.5 52.2 105.4 53.3 69.9 81.0 12.2 28.9 28.9 Volume/Cap: 0.48 0.65 0.65 0.65 0.63 0.08 0.43 0.44 0.65 0.65 0.33 0.43 Uniform Del: 71.7 54.6 54.6 63.7 45.8 9.8 41.6 31.4 29.1 71.9 57.2 58.3 IncremntDel: 1.6 1.2 1.2 3.2 0.5 0.0 0.3 0.4 1.7 11.0 0.3 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: 73.3 55.7 55.7 66.9 46.3 9.8 41.8 31.7 30.8 82.9 57.4 58.8 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: 73.3 55.7 55.7 66.9 46.3 9.8 41.8 31.7 30.8 82.9 57.4 58.8 LOS by Move: E E+ E+ E D A D C C F E+ E+ HCM2kAvgQ: 3 13 13 9 16 2 10 12 22 6 5 7 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 431 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #29: Mathilda Ave & Maude Ave

Signal=Protect/Rights=Overlap
Final Vol: 147 2977*** 329
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/18/2014 Rights=Include Lanes: Final Vol:

459

2 Cycle Time (sec): 160

0 136

0 Loss Time (sec): 12

1 627*** 1

Critical V/C: 0.949

1 269
0 Avg Crit Del (sec/veh): 62.5

0 750 1

Avg Delay (sec/veh): 58.1

1 98***
LOS: E+

Lanes: 2 0 2 1 0
Final Vol: 314*** 1640 98
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: 18 Sep 2014 << 5:00 PM - 6:00 PM Base Vol: 314 1640 98 329 2977 147 459 627 750 98 269 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 314 1640 98 329 2977 147 459 627 750 98 269 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 314 1640 98 329 2977 147 459 627 750 98 269 136 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: 314 1640 98 329 2977 147 459 627 750 98 269 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 314 1640 98 329 2977 147 459 627 750 98 269 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 314 1640 98 329 2977 147 459 627 750 98 269 136 ------------|---------------||---------------||---------------||---------------| 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 2.82 0.18 2.00 4.00 1.00 2.00 1.00 1.00 1.00 1.31 0.69 Final Sat.: 3150 5284 316 3150 7600 1750 3150 1900 1750 1750 2457 1242 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.31 0.31 0.10 0.39 0.08 0.15 0.33 0.43 0.06 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 16.8 62.0 62.0 20.9 66.1 103.2 37.2 55.7 72.5 9.4 27.9 27.9 Volume/Cap: 0.95 0.80 0.80 0.80 0.95 0.13 0.63 0.95 0.95 0.95 0.63 0.63 Uniform Del: 71.2 43.5 43.5 67.5 45.3 11.0 55.2 50.8 41.9 75.0 61.2 61.2 IncremntDel: 36.0 2.2 2.2 10.7 7.4 0.1 1.7 23.1 20.0 71.8 2.0 2.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 107.2 45.7 45.7 78.3 52.7 11.0 56.9 73.8 61.9 146.9 63.2 63.2 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: 107.2 45.7 45.7 78.3 52.7 11.0 56.9 73.8 61.9 146.9 63.2 63.2 LOS by Move: F D D E- D- B+ E+ E E F E E HCM2kAvgQ: 11 26 26 10 38 3 13 34 42 8 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 432 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #29: Mathilda Ave & Maude Ave

Signal=Protect/Rights=Overlap
Final Vol: 144 3018*** 333
Lanes: 1 0 4 0 2

Signal=Protect

Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/18/2014 Rights=Include Lanes: Final Vol:

495

2 Cycle Time (sec): 160

0 138

0 Loss Time (sec): 12

1 633*** 1

Critical V/C: 0.961

1 270
0 Avg Crit Del (sec/veh): 64.6

0 696 1

Avg Delay (sec/veh): 58.3

1 98***
LOS: E+

Lanes: 2 0 2 1 0
Final Vol: 322*** 1638 98
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: 18 Sep 2014 << 5:00 PM - 6:00 PM Base Vol: 322 1638 98 333 3018 144 495 633 696 98 270 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 1638 98 333 3018 144 495 633 696 98 270 138 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 322 1638 98 333 3018 144 495 633 696 98 270 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 1638 98 333 3018 144 495 633 696 98 270 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 1638 98 333 3018 144 495 633 696 98 270 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 1638 98 333 3018 144 495 633 696 98 270 138 ------------|---------------||---------------||---------------||---------------| 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 2.82 0.18 2.00 4.00 1.00 2.00 1.00 1.00 1.00 1.31 0.69 Final Sat.: 3150 5283 316 3150 7600 1750 3150 1900 1750 1750 2448 1251 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.31 0.31 0.11 0.40 0.08 0.16 0.33 0.40 0.06 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 17.0 62.0 62.0 21.1 66.1 104.2 38.1 55.5 72.5 9.3 26.7 26.7 Volume/Cap: 0.96 0.80 0.80 0.80 0.96 0.13 0.66 0.96 0.88 0.96 0.66 0.66 Uniform Del: 71.2 43.5 43.5 67.4 45.7 10.6 55.1 51.2 39.7 75.2 62.4 62.4 IncremntDel: 38.6 2.2 2.2 10.5 8.7 0.1 2.2 25.5 10.9 76.1 2.6 2.6 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: 109.7 45.7 45.7 77.9 54.4 10.6 57.3 76.7 50.6 151.3 65.0 65.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 109.7 45.7 45.7 77.9 54.4 10.6 57.3 76.7 50.6 151.3 65.0 65.0 LOS by Move: F D D E- D- B+ E+ E- D F E E HCM2kAvgQ: 11 26 26 10 39 3 14 35 36 8 10 10 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 433 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #30: Mathilda Ave & Indio Way

Signal=Protect/Rights=Include
Final Vol: 61 2663*** 46
Lanes: 1 0 3 0 1

Signal=Permit

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

37 0

Cycle Time (sec): 156

1 72

1 Loss Time (sec): 9

0 1 0

Critical V/C: 0.723

0 0
0 Avg Crit Del (sec/veh): 23.1

1 375*** 1

Avg Delay (sec/veh): 22.9

0 68
LOS: C+

Lanes: 1 0 3 0 1
Final Vol: 29*** 926 106
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 << 4:30 PM - 5:30 PM Base Vol: 29 926 106 46 2663 61 37 1 375 68 0 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 926 106 46 2663 61 37 1 375 68 0 72 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 29 926 106 46 2663 61 37 1 375 68 0 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 926 106 46 2663 61 37 1 375 68 0 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 926 106 46 2663 61 37 1 375 68 0 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 926 106 46 2663 61 37 1 375 68 0 72 ------------|---------------||---------------||---------------||---------------| 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 0.97 0.03 1.00 1.00 0.00 1.00 Final Sat.: 1750 5700 1750 1750 5700 1750 1753 47 1750 1800 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.16 0.06 0.03 0.47 0.03 0.02 0.02 0.21 0.04 0.00 0.04 Crit Moves: **** **** **** Green Time: 7.0 86.0 86.0 23.8 103 102.7 37.3 37.3 44.3 37.3 0.0 61.0 Volume/Cap: 0.37 0.29 0.11 0.17 0.71 0.05 0.09 0.09 0.76 0.16 0.00 0.11 Uniform Del: 72.4 18.8 16.7 57.6 17.1 9.4 46.2 46.2 50.9 47.0 0.0 30.2 IncremntDel: 2.9 0.1 0.1 0.3 0.6 0.0 0.1 0.1 6.5 0.2 0.0 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 0.00 1.00 Delay/Veh: 75.3 18.8 16.8 57.9 17.7 9.4 46.3 46.3 57.5 47.1 0.0 30.2 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: 75.3 18.8 16.8 57.9 17.7 9.4 46.3 46.3 57.5 47.1 0.0 30.2 LOS by Move: E- B- B E+ B A D D E+ D A C HCM2kAvgQ: 1 8 2 2 27 1 1 1 19 3 0 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 434 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #30: Mathilda Ave & Indio Way

Signal=Protect/Rights=Overlap
Final Vol: 373 3373*** 49
Lanes: 0 1 2 0 1

Signal=Protect

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

64***

1 Cycle Time (sec): 156

0 559

0 Loss Time (sec): 12

1 1 0

Critical V/C: 1.123

0 1***
1 Avg Crit Del (sec/veh): 121.4

0 487 0

Avg Delay (sec/veh): 84.5

1 68
LOS: F

Lanes: 1 0 2 1 0
Final Vol: 35*** 1289 128
Signal=Protect/Rights=Overlap

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 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:30 PM - 5:30 PM Base Vol: 35 1289 128 49 3373 373 64 1 487 68 1 559 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 1289 128 49 3373 373 64 1 487 68 1 559 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 1289 128 49 3373 373 64 1 487 68 1 559 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: 35 1289 128 49 3373 373 64 1 487 68 1 559 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 1289 128 49 3373 373 64 1 487 68 1 559 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 1289 128 49 3373 373 64 1 487 68 1 559 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 2.72 0.28 1.00 2.69 0.31 1.00 0.01 0.99 1.00 0.01 0.99 Final Sat.: 1750 5093 506 1750 5042 558 1750 4 1796 1750 3 1797 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.25 0.25 0.03 0.67 0.67 0.04 0.27 0.27 0.04 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 7.0 81.3 88.3 14.4 88.7 95.7 7.0 41.3 48.3 7.0 41.3 55.7 Volume/Cap: 0.45 0.49 0.45 0.30 1.18 1.09 0.82 1.02 0.88 0.87 1.18 0.87 Uniform Del: 72.6 23.9 19.7 66.1 33.6 30.1 73.9 57.4 51.0 74.0 57.4 46.8 IncremntDel: 4.0 0.1 0.1 1.1 82.9 46.1 45.8 47.7 14.6 58.9 99.4 12.4 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: 76.6 24.1 19.8 67.2 117 76.3 119.7 105 65.6 132.9 157 59.3 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: 76.6 24.1 19.8 67.2 117 76.3 119.7 105 65.6 132.9 157 59.3 LOS by Move: E- C B- E F E- F F E F F E+ HCM2kAvgQ: 2 14 13 2 80 71 5 31 26 6 41 29 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 435 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #30: Mathilda Ave & Indio Way

Signal=Protect/Rights=Overlap
Final Vol: 374 3359*** 46
Lanes: 0 1 2 0 1

Signal=Protect

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

67***

1 Cycle Time (sec): 156

0 561

0 Loss Time (sec): 12

1 1 0

Critical V/C: 1.122

0 1***
1 Avg Crit Del (sec/veh): 121.0

0 485 0

Avg Delay (sec/veh): 84.2

1 68
LOS: F

Lanes: 1 0 2 1 0
Final Vol: 33*** 1285 122
Signal=Protect/Rights=Overlap

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 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 14 Nov 2017 << 4:30 PM - 5:30 PM Base Vol: 33 1285 122 46 3359 374 67 1 485 68 1 561 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 1285 122 46 3359 374 67 1 485 68 1 561 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 1285 122 46 3359 374 67 1 485 68 1 561 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: 33 1285 122 46 3359 374 67 1 485 68 1 561 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 1285 122 46 3359 374 67 1 485 68 1 561 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 1285 122 46 3359 374 67 1 485 68 1 561 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 2.73 0.27 1.00 2.69 0.31 1.00 0.01 0.99 1.00 0.01 0.99 Final Sat.: 1750 5114 486 1750 5038 561 1750 4 1796 1750 3 1797 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.25 0.25 0.03 0.67 0.67 0.04 0.27 0.27 0.04 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 7.0 81.1 88.1 14.5 88.5 95.5 7.0 41.5 48.5 7.0 41.5 55.9 Volume/Cap: 0.42 0.48 0.45 0.28 1.17 1.09 0.85 1.02 0.87 0.87 1.17 0.87 Uniform Del: 72.5 24.0 19.8 65.9 33.7 30.2 74.0 57.3 50.8 74.0 57.3 46.7 IncremntDel: 3.6 0.1 0.1 1.0 82.3 45.5 55.4 45.2 13.7 58.9 98.8 12.3 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: 76.1 24.2 19.9 66.9 116 75.8 129.4 102 64.5 132.9 156 59.0 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: 76.1 24.2 19.9 66.9 116 75.8 129.4 102 64.5 132.9 156 59.0 LOS by Move: E- C B- E F E- F F E F F E+ HCM2kAvgQ: 2 14 13 2 80 70 5 31 26 6 41 29 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 436 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #31: Mathilda Ave & California Ave

Signal=Protect/Rights=Overlap
Final Vol: 341 2491*** 212
Lanes: 1 0 3 0 1

Signal=Protect

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

155

1 Cycle Time (sec): 160

1 101

0 Loss Time (sec): 12

0 149 1

Critical V/C: 0.710

1 44
0 Avg Crit Del (sec/veh): 29.5

0 315*** 1

Avg Delay (sec/veh): 32.1

1 70***
LOS: C-

Lanes: 1 0 2 1 0
Final Vol: 82*** 862 256
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 << 4:45 PM - 5:45 PM Base Vol: 82 862 256 212 2491 341 155 149 315 70 44 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 862 256 212 2491 341 155 149 315 70 44 101 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 862 256 212 2491 341 155 149 315 70 44 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 862 256 212 2491 341 155 149 315 70 44 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 862 256 212 2491 341 155 149 315 70 44 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 862 256 212 2491 341 155 149 315 70 44 101 ------------|---------------||---------------||---------------||---------------| 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 2.29 0.71 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 4316 1282 1750 5700 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.20 0.20 0.12 0.44 0.19 0.09 0.08 0.18 0.04 0.02 0.06 Crit Moves: **** **** **** **** Green Time: 10.6 67.8 67.8 41.2 98.4 121.3 22.9 30.0 40.5 9.0 16.1 57.3 Volume/Cap: 0.71 0.47 0.47 0.47 0.71 0.26 0.62 0.42 0.71 0.71 0.23 0.16 Uniform Del: 73.2 33.2 33.2 50.2 21.0 5.8 64.5 57.3 54.4 74.2 66.2 35.0 IncremntDel: 18.6 0.1 0.1 0.8 0.7 0.1 4.7 0.8 5.3 21.3 0.6 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 91.8 33.3 33.3 51.0 21.7 5.9 69.2 58.1 59.7 95.5 66.8 35.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 91.8 33.3 33.3 51.0 21.7 5.9 69.2 58.1 59.7 95.5 66.8 35.1 LOS by Move: F C- C- D- C+ A E E+ E+ F E D+ HCM2kAvgQ: 4 13 13 9 27 5 8 7 16 4 2 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 437 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #31: Mathilda Ave & California Ave

Signal=Protect/Rights=Overlap
Final Vol: 506 3127*** 212
Lanes: 1 0 3 0 1

Signal=Protect

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

202

1 Cycle Time (sec): 160

1 104

0 Loss Time (sec): 12

0 149 1

Critical V/C: 1.001

1 130
0 Avg Crit Del (sec/veh): 65.8

0 315*** 1

Avg Delay (sec/veh): 54.8

1 345***
LOS: D-

Lanes: 1 0 2 1 0
Final Vol: 89*** 1221 256
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 << 4:45 PM - 5:45 PM Base Vol: 89 1221 256 212 3127 506 202 149 315 345 130 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 1221 256 212 3127 506 202 149 315 345 130 104 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 89 1221 256 212 3127 506 202 149 315 345 130 104 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: 89 1221 256 212 3127 506 202 149 315 345 130 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 1221 256 212 3127 506 202 149 315 345 130 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 1221 256 212 3127 506 202 149 315 345 130 104 ------------|---------------||---------------||---------------||---------------| 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 2.46 0.54 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 4628 970 1750 5700 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.26 0.26 0.12 0.55 0.29 0.12 0.08 0.18 0.20 0.07 0.06 Crit Moves: **** **** **** **** Green Time: 8.1 65.7 65.7 30.2 87.7 120.5 32.8 20.6 28.8 31.5 19.4 49.6 Volume/Cap: 1.00 0.64 0.64 0.64 1.00 0.38 0.56 0.61 1.00 1.00 0.56 0.19 Uniform Del: 75.9 37.8 37.8 59.9 36.1 6.9 57.2 65.8 65.6 64.2 66.3 40.5 IncremntDel: 95.7 0.6 0.6 4.3 16.3 0.2 2.1 4.4 50.9 48.7 3.2 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: 171.6 38.4 38.4 64.2 52.4 7.1 59.3 70.2 116.5 112.9 69.5 40.7 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: 171.6 38.4 38.4 64.2 52.4 7.1 59.3 70.2 116.5 112.9 69.5 40.7 LOS by Move: F D+ D+ E D- A E+ E F F E D HCM2kAvgQ: 6 19 19 10 50 9 10 8 22 22 6 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 438 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #31: Mathilda Ave & California Ave

Signal=Protect/Rights=Overlap
Final Vol: 520 3143*** 212
Lanes: 1 0 3 0 1

Signal=Protect

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

204

1 Cycle Time (sec): 160

1 101

0 Loss Time (sec): 12

0 154 1

Critical V/C: 1.024

1 122
0 Avg Crit Del (sec/veh): 72.8

0 315*** 1

Avg Delay (sec/veh): 59.1

1 377***
LOS: E+

Lanes: 1 0 2 1 0
Final Vol: 90*** 1212 268
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 << 4:45 PM - 5:45 PM Base Vol: 90 1212 268 212 3143 520 204 154 315 377 122 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 1212 268 212 3143 520 204 154 315 377 122 101 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 1212 268 212 3143 520 204 154 315 377 122 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 1212 268 212 3143 520 204 154 315 377 122 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 1212 268 212 3143 520 204 154 315 377 122 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 1212 268 212 3143 520 204 154 315 377 122 101 ------------|---------------||---------------||---------------||---------------| 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 2.44 0.56 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 4585 1014 1750 5700 1750 1750 1900 1750 1750 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.26 0.26 0.12 0.55 0.30 0.12 0.08 0.18 0.22 0.06 0.06 Crit Moves: **** **** **** **** Green Time: 8.0 64.6 64.6 29.6 86.2 120.9 34.7 20.1 28.1 33.7 19.1 48.7 Volume/Cap: 1.02 0.65 0.65 0.65 1.02 0.39 0.54 0.65 1.02 1.02 0.54 0.19 Uniform Del: 76.0 38.6 38.6 60.5 36.9 6.8 55.6 66.6 65.9 63.2 66.3 41.1 IncremntDel:102.6 0.7 0.7 4.8 22.6 0.2 1.5 6.0 57.5 53.1 2.6 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 178.5 39.3 39.3 65.2 59.5 7.0 57.1 72.5 123.4 116.2 68.9 41.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 178.5 39.3 39.3 65.2 59.5 7.0 57.1 72.5 123.4 116.2 68.9 41.2 LOS by Move: F D D E E+ A E+ E F F E D HCM2kAvgQ: 6 19 19 10 52 9 10 8 22 24 6 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 439 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #32: Mathilda Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 227 2254*** 312
Lanes: 0 1 2 0 2

Signal=Protect

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

149***

2 Cycle Time (sec): 160

0 176

0 Loss Time (sec): 12

1 167 0

Critical V/C: 0.711

0 81***
1 Avg Crit Del (sec/veh): 29.9

0 62 0

Avg Delay (sec/veh): 34.5

2 79
LOS: C-

Lanes: 1 0 2 1 0
Final Vol: 43*** 872 76
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 << 5:00 PM - 6:00 PM Base Vol: 43 872 76 312 2254 227 149 167 62 79 81 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 872 76 312 2254 227 149 167 62 79 81 176 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 872 76 312 2254 227 149 167 62 79 81 176 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: 43 872 76 312 2254 227 149 167 62 79 81 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 872 76 312 2254 227 149 167 62 79 81 176 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 872 76 312 2254 227 149 167 62 79 81 176 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.75 0.25 2.00 2.72 0.28 2.00 0.73 0.27 2.00 0.32 0.68 Final Sat.: 1750 5150 449 3150 5087 512 3150 1313 487 3150 567 1233 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.17 0.10 0.44 0.44 0.05 0.13 0.13 0.03 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 7.0 66.7 66.7 39.0 98.7 98.7 10.5 31.5 31.5 10.8 31.8 31.8 Volume/Cap: 0.56 0.41 0.41 0.41 0.72 0.72 0.72 0.65 0.65 0.37 0.72 0.72 Uniform Del: 75.0 32.8 32.8 50.8 21.1 21.1 73.3 59.1 59.1 71.3 59.9 59.9 IncremntDel: 9.2 0.1 0.1 0.4 0.7 0.7 11.5 4.1 4.1 1.1 6.9 6.9 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 84.2 32.9 32.9 51.1 21.9 21.9 84.8 63.2 63.2 72.4 66.8 66.8 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: 84.2 32.9 32.9 51.1 21.9 21.9 84.8 63.2 63.2 72.4 66.8 66.8 LOS by Move: F C- C- D- C+ C+ F E E E E E HCM2kAvgQ: 2 11 11 7 27 27 6 12 12 3 13 13 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 440 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #32: Mathilda Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 418 2422*** 471
Lanes: 0 1 2 0 2

Signal=Protect

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

179***

2 Cycle Time (sec): 160

0 299

0 Loss Time (sec): 12

1 311 0

Critical V/C: 0.932

0 189***
1 Avg Crit Del (sec/veh): 52.9

0 62 0

Avg Delay (sec/veh): 54.6

2 284
LOS: D-

Lanes: 1 0 2 1 0
Final Vol: 47*** 1171 133
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 << 5:00 PM - 6:00 PM Base Vol: 47 1171 133 471 2422 418 179 311 62 284 189 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1171 133 471 2422 418 179 311 62 284 189 299 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 1171 133 471 2422 418 179 311 62 284 189 299 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 1171 133 471 2422 418 179 311 62 284 189 299 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 1171 133 471 2422 418 179 311 62 284 189 299 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 1171 133 471 2422 418 179 311 62 284 189 299 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.68 0.32 2.00 2.54 0.46 2.00 0.83 0.17 2.00 0.39 0.61 Final Sat.: 1750 5028 571 3150 4775 824 3150 1501 299 3150 697 1103 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.23 0.23 0.15 0.51 0.51 0.06 0.21 0.21 0.09 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 7.0 56.4 56.4 36.2 85.6 85.6 9.6 38.6 38.6 16.8 45.8 45.8 Volume/Cap: 0.61 0.66 0.66 0.66 0.95 0.95 0.95 0.86 0.86 0.86 0.95 0.95 Uniform Del: 75.2 43.7 43.7 56.3 35.1 35.1 75.0 58.1 58.1 70.4 55.9 55.9 IncremntDel: 13.9 0.8 0.8 2.3 7.6 7.6 50.4 15.7 15.7 19.7 27.0 27.0 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: 89.1 44.6 44.6 58.6 42.6 42.6 125.3 73.9 73.9 90.1 83.0 83.0 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: 89.1 44.6 44.6 58.6 42.6 42.6 125.3 73.9 73.9 90.1 83.0 83.0 LOS by Move: F D D E+ D D F E E F F F HCM2kAvgQ: 3 18 18 12 42 42 8 21 21 11 29 29 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 441 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #32: Mathilda Ave & Washington Ave

Signal=Protect/Rights=Include
Final Vol: 438 2385*** 448
Lanes: 0 1 2 0 2

Signal=Protect

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

198***

2 Cycle Time (sec): 160

0 295

0 Loss Time (sec): 12

1 337 0

Critical V/C: 0.926

0 173***
1 Avg Crit Del (sec/veh): 51.8

0 62 0

Avg Delay (sec/veh): 54.7

2 288
LOS: D-

Lanes: 1 0 2 1 0
Final Vol: 51*** 1220 129
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 << 5:00 PM - 6:00 PM Base Vol: 51 1220 129 448 2385 438 198 337 62 288 173 295 Growth Adj: 1.00 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 1220 129 448 2385 438 198 337 62 288 173 295 Added Vol: 0 0 0 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 1220 129 448 2385 438 198 337 62 288 173 295 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 1220 129 448 2385 438 198 337 62 288 173 295 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 51 1220 129 448 2385 438 198 337 62 288 173 295 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 51 1220 129 448 2385 438 198 337 62 288 173 295 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.83 0.95 0.95 Lanes: 1.00 2.70 0.30 2.00 2.52 0.48 2.00 0.84 0.16 2.00 0.37 0.63 Final Sat.: 1750 5064 535 3150 4730 869 3150 1520 280 3150 665 1135 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.24 0.24 0.14 0.50 0.50 0.06 0.22 0.22 0.09 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 7.0 58.5 58.5 34.5 86.0 86.0 10.7 39.0 39.0 16.1 44.3 44.3 Volume/Cap: 0.67 0.66 0.66 0.66 0.94 0.94 0.94 0.91 0.91 0.91 0.94 0.94 Uniform Del: 75.3 42.5 42.5 57.4 34.6 34.6 74.3 58.8 58.8 71.2 56.5 56.5 IncremntDel: 20.1 0.8 0.8 2.4 6.6 6.6 44.8 22.8 22.8 28.8 25.7 25.7 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: 95.4 43.3 43.3 59.8 41.2 41.2 119.1 81.6 81.6 100.1 82.2 82.2 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: 95.4 43.3 43.3 59.8 41.2 41.2 119.1 81.6 81.6 100.1 82.2 82.2 LOS by Move: F D D E+ D D F F F F F F HCM2kAvgQ: 3 18 18 11 41 41 9 23 23 11 28 28 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 442 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #33: Mathilda Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 38 2251*** 61
Lanes: 0 1 2 0 2

Signal=Protect

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

69 1

Cycle Time (sec): 160

1 83

0 Loss Time (sec): 12

0 49*** 0

Critical V/C: 0.544

0 0
1 Avg Crit Del (sec/veh): 14.8

0 49 0

Avg Delay (sec/veh): 17.4

2 77***
LOS: B

Lanes: 1 0 2 1 0
Final Vol: 28*** 804 45
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 << 4:45 PM - 5:45 PM Base Vol: 28 804 45 61 2251 38 69 49 49 77 0 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 804 45 61 2251 38 69 49 49 77 0 83 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 804 45 61 2251 38 69 49 49 77 0 83 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: 28 804 45 61 2251 38 69 49 49 77 0 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 804 45 61 2251 38 69 49 49 77 0 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 804 45 61 2251 38 69 49 49 77 0 83 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.98 0.95 0.92 0.95 0.95 0.83 1.00 0.92 Lanes: 1.00 2.84 0.16 2.00 2.95 0.05 1.00 0.50 0.50 2.00 0.00 1.00 Final Sat.: 1750 5303 297 3150 5507 93 1750 900 900 3150 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.15 0.15 0.02 0.41 0.41 0.04 0.05 0.05 0.02 0.00 0.05 Crit Moves: **** **** **** **** Green Time: 7.0 97.2 97.2 28.0 118 118.2 13.9 15.7 15.7 7.1 0.0 35.1 Volume/Cap: 0.37 0.25 0.25 0.11 0.55 0.55 0.45 0.55 0.55 0.55 0.00 0.22 Uniform Del: 74.3 14.5 14.5 55.5 9.2 9.2 69.4 68.8 68.8 74.9 0.0 51.2 IncremntDel: 3.0 0.0 0.0 0.1 0.2 0.2 2.1 3.8 3.8 4.8 0.0 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Delay/Veh: 77.3 14.6 14.6 55.6 9.4 9.4 71.6 72.6 72.6 79.7 0.0 51.5 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: 77.3 14.6 14.6 55.6 9.4 9.4 71.6 72.6 72.6 79.7 0.0 51.5 LOS by Move: E- B B E+ A A E E E E- A D- HCM2kAvgQ: 1 6 6 1 16 16 4 6 6 3 0 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 443 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #33: Mathilda Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 64 2550*** 136
Lanes: 0 1 2 0 2

Signal=Protect

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

79 1

Cycle Time (sec): 160

1 136

0 Loss Time (sec): 12

0 95*** 0

Critical V/C: 0.701

0 0
1 Avg Crit Del (sec/veh): 26.3

0 66 0

Avg Delay (sec/veh): 26.3

2 213***
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 43*** 1148 255
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 << 4:45 PM - 5:45 PM Base Vol: 43 1148 255 136 2550 64 79 95 66 213 0 136 Growth Adj: 1.00 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 1148 255 136 2550 64 79 95 66 213 0 136 Added Vol: 0 0 0 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 1148 255 136 2550 64 79 95 66 213 0 136 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 1148 255 136 2550 64 79 95 66 213 0 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1148 255 136 2550 64 79 95 66 213 0 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 1148 255 136 2550 64 79 95 66 213 0 136 ------------|---------------||---------------||---------------||---------------| 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 2.43 0.57 2.00 2.92 0.08 1.00 0.59 0.41 2.00 0.00 1.00 Final Sat.: 1750 4581 1018 3150 5463 137 1750 1062 738 3150 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.25 0.25 0.04 0.47 0.47 0.05 0.09 0.09 0.07 0.00 0.08 Crit Moves: **** **** **** **** Green Time: 7.0 95.8 95.8 16.7 106 105.5 20.1 20.2 20.2 15.3 0.0 32.0 Volume/Cap: 0.56 0.42 0.42 0.41 0.71 0.71 0.36 0.71 0.71 0.71 0.00 0.39 Uniform Del: 75.0 17.2 17.2 67.0 17.4 17.4 64.0 67.1 67.1 70.2 0.0 55.5 IncremntDel: 9.2 0.1 0.1 0.8 0.6 0.6 1.0 9.8 9.8 7.6 0.0 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 0.00 1.00 Delay/Veh: 84.2 17.3 17.3 67.9 18.1 18.1 65.0 76.9 76.9 77.8 0.0 56.2 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: 84.2 17.3 17.3 67.9 18.1 18.1 65.0 76.9 76.9 77.8 0.0 56.2 LOS by Move: F B B E B- B- E E- E- E- A E+ HCM2kAvgQ: 2 12 12 3 26 26 4 9 9 7 0 6 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 444 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #33: Mathilda Ave & McKinley Ave

Signal=Protect/Rights=Include
Final Vol: 61 2533*** 122
Lanes: 0 1 2 0 2

Signal=Protect

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

77 1

Cycle Time (sec): 160

1 165

0 Loss Time (sec): 12

0 90*** 0

Critical V/C: 0.688

0 0
1 Avg Crit Del (sec/veh): 24.9

0 60 0

Avg Delay (sec/veh): 25.4

2 194***
LOS: C

Lanes: 1 0 2 1 0
Final Vol: 50*** 1166 268
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 << 4:45 PM - 5:45 PM Base Vol: 50 1166 268 122 2533 61 77 90 60 194 0 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 1166 268 122 2533 61 77 90 60 194 0 165 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 50 1166 268 122 2533 61 77 90 60 194 0 165 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 1166 268 122 2533 61 77 90 60 194 0 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 1166 268 122 2533 61 77 90 60 194 0 165 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 1166 268 122 2533 61 77 90 60 194 0 165 ------------|---------------||---------------||---------------||---------------| 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 2.42 0.58 2.00 2.93 0.07 1.00 0.60 0.40 2.00 0.00 1.00 Final Sat.: 1750 4552 1046 3150 5468 132 1750 1080 720 3150 0 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.26 0.26 0.04 0.46 0.46 0.04 0.08 0.08 0.06 0.00 0.09 Crit Moves: **** **** **** **** Green Time: 7.0 97.7 97.7 16.7 107 107.4 14.8 19.3 19.3 14.3 0.0 31.0 Volume/Cap: 0.65 0.42 0.42 0.37 0.69 0.69 0.47 0.69 0.69 0.69 0.00 0.49 Uniform Del: 75.3 16.3 16.3 66.8 16.1 16.1 68.9 67.5 67.5 70.7 0.0 57.4 IncremntDel: 18.4 0.1 0.1 0.7 0.6 0.6 2.2 9.1 9.1 7.1 0.0 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 0.00 1.00 Delay/Veh: 93.7 16.4 16.4 67.5 16.7 16.7 71.0 76.5 76.5 77.8 0.0 58.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 93.7 16.4 16.4 67.5 16.7 16.7 71.0 76.5 76.5 77.8 0.0 58.6 LOS by Move: F B B E B B E E- E- E- A E+ HCM2kAvgQ: 3 12 12 3 25 25 4 9 9 7 0 8 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 445 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #34: Mathilda Ave & Iowa Ave

Signal=Protect/Rights=Include
Final Vol: 50 2234*** 79
Lanes: 0 1 2 0 2

Signal=Protect

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

43***

1 Cycle Time (sec): 160

1 49

0 Loss Time (sec): 12

0 69 1

Critical V/C: 0.513

1 56***
1 Avg Crit Del (sec/veh): 10.7

0 43 0

Avg Delay (sec/veh): 16.0

2 68
LOS: B

Lanes: 1 0 3 0 1
Final Vol: 22*** 775 30
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 << 4:45 PM - 5:45 PM Base Vol: 22 775 30 79 2234 50 43 69 43 68 56 49 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 22 775 30 79 2234 50 43 69 43 68 56 49 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 22 775 30 79 2234 50 43 69 43 68 56 49 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: 22 775 30 79 2234 50 43 69 43 68 56 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 775 30 79 2234 50 43 69 43 68 56 49 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 775 30 79 2234 50 43 69 43 68 56 49 ------------|---------------||---------------||---------------||---------------| 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 2.93 0.07 1.00 1.21 0.79 2.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5477 123 1750 2278 1420 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.14 0.02 0.03 0.41 0.41 0.02 0.03 0.03 0.02 0.03 0.03 Crit Moves: **** **** **** **** Green Time: 7.0 98.8 106.0 31.8 124 123.6 7.4 10.3 10.3 7.2 10.0 41.8 Volume/Cap: 0.29 0.22 0.03 0.13 0.53 0.53 0.53 0.47 0.47 0.48 0.47 0.11 Uniform Del: 74.1 13.6 9.3 52.7 7.0 7.0 74.6 72.3 72.3 74.6 72.4 44.9 IncremntDel: 2.1 0.0 0.0 0.1 0.1 0.1 6.4 1.5 1.5 2.6 2.9 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 76.2 13.6 9.3 52.8 7.1 7.1 80.9 73.7 73.7 77.2 75.4 45.0 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: 76.2 13.6 9.3 52.8 7.1 7.1 80.9 73.7 73.7 77.2 75.4 45.0 LOS by Move: E- B A D- A A F E E E- E- D HCM2kAvgQ: 1 5 1 2 14 14 3 3 3 3 3 2 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 446 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #34: Mathilda Ave & Iowa Ave

Signal=Protect/Rights=Include
Final Vol: 50 2551*** 212
Lanes: 0 1 2 0 2

Signal=Protect

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

56 1

Cycle Time (sec): 160

1 102

0 Loss Time (sec): 12

0 134 1

Critical V/C: 0.883

1 157
1 Avg Crit Del (sec/veh): 51.0

0 209*** 0

Avg Delay (sec/veh): 43.8

2 358***
LOS: D

Lanes: 1 0 3 0 1
Final Vol: 209*** 1238 201
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 << 4:45 PM - 5:45 PM Base Vol: 209 1238 201 212 2551 50 56 134 209 358 157 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 209 1238 201 212 2551 50 56 134 209 358 157 102 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 209 1238 201 212 2551 50 56 134 209 358 157 102 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: 209 1238 201 212 2551 50 56 134 209 358 157 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 209 1238 201 212 2551 50 56 134 209 358 157 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 209 1238 201 212 2551 50 56 134 209 358 157 102 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.94 0.06 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5492 108 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.22 0.11 0.07 0.46 0.46 0.03 0.07 0.12 0.11 0.08 0.06 Crit Moves: **** **** **** **** Green Time: 21.6 80.8 101.3 25.0 84.1 84.1 14.6 21.6 21.6 20.6 27.6 52.6 Volume/Cap: 0.88 0.43 0.18 0.43 0.88 0.88 0.35 0.52 0.88 0.88 0.48 0.18 Uniform Del: 67.9 25.1 12.1 61.0 33.6 33.6 68.2 64.4 67.9 68.5 59.7 38.3 IncremntDel: 29.8 0.1 0.1 0.6 3.5 3.5 1.3 0.8 20.5 19.8 1.1 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 97.8 25.2 12.2 61.6 37.1 37.1 69.6 65.1 88.4 88.4 60.8 38.4 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: 97.8 25.2 12.2 61.6 37.1 37.1 69.6 65.1 88.4 88.4 60.8 38.4 LOS by Move: F C B E D+ D+ E E F F E D+ HCM2kAvgQ: 12 12 4 5 38 38 3 7 14 13 7 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 447 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #34: Mathilda Ave & Iowa Ave

Signal=Protect/Rights=Include
Final Vol: 51 2509*** 182
Lanes: 0 1 2 0 2

Signal=Protect

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

92 1

Cycle Time (sec): 160

1 107

0 Loss Time (sec): 12

0 158 1

Critical V/C: 0.887

1 141
1 Avg Crit Del (sec/veh): 52.5

0 209*** 0

Avg Delay (sec/veh): 44.7

2 393***
LOS: D

Lanes: 1 0 3 0 1
Final Vol: 209*** 1236 199
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 << 4:45 PM - 5:45 PM Base Vol: 209 1236 199 182 2509 51 92 158 209 393 141 107 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 209 1236 199 182 2509 51 92 158 209 393 141 107 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 209 1236 199 182 2509 51 92 158 209 393 141 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 209 1236 199 182 2509 51 92 158 209 393 141 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 209 1236 199 182 2509 51 92 158 209 393 141 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 209 1236 199 182 2509 51 92 158 209 393 141 107 ------------|---------------||---------------||---------------||---------------| 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 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 2.94 0.06 1.00 1.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 5700 1750 3150 5488 112 1750 1900 1750 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.22 0.11 0.06 0.46 0.46 0.05 0.08 0.12 0.12 0.07 0.06 Crit Moves: **** **** **** **** Green Time: 21.5 82.1 104.6 21.9 82.4 82.4 18.3 21.5 21.5 22.5 25.8 47.6 Volume/Cap: 0.89 0.42 0.17 0.42 0.89 0.89 0.46 0.62 0.89 0.89 0.46 0.21 Uniform Del: 68.0 24.2 10.8 63.3 34.6 34.6 66.3 65.3 68.0 67.5 60.8 42.0 IncremntDel: 30.7 0.1 0.1 0.7 3.8 3.8 1.7 2.0 20.1 19.1 1.1 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 98.8 24.3 10.9 63.9 38.4 38.4 67.9 67.3 88.2 86.6 61.9 42.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 98.8 24.3 10.9 63.9 38.4 38.4 67.9 67.3 88.2 86.6 61.9 42.2 LOS by Move: F C B+ E D+ D+ E E F F E D HCM2kAvgQ: 12 12 4 5 38 38 5 8 14 14 7 4 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 448 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #35: Mathilda Ave & Olive Ave

Signal=Protect/Rights=Include
Final Vol: 98 2213*** 62
Lanes: 1 0 3 0 1

Signal=Permit

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

69 0

Cycle Time (sec): 159

1 38

1 Loss Time (sec): 9

0 109*** 0

Critical V/C: 0.536

0 71
0 Avg Crit Del (sec/veh): 15.2

1 106 1

Avg Delay (sec/veh): 18.4

0 33
LOS: B-

Lanes: 1 0 2 1 0
Final Vol: 33*** 712 40
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 << 4:45 PM - 5:45 PM Base Vol: 33 712 40 62 2213 98 69 109 106 33 71 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 712 40 62 2213 98 69 109 106 33 71 38 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 712 40 62 2213 98 69 109 106 33 71 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 712 40 62 2213 98 69 109 106 33 71 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 712 40 62 2213 98 69 109 106 33 71 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 712 40 62 2213 98 69 109 106 33 71 38 ------------|---------------||---------------||---------------||---------------| 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 2.83 0.17 1.00 3.00 1.00 0.39 0.61 1.00 0.32 0.68 1.00 Final Sat.: 1750 5302 298 1750 5700 1750 698 1102 1750 571 1229 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.13 0.13 0.04 0.39 0.06 0.10 0.10 0.06 0.06 0.06 0.02 Crit Moves: **** **** **** Green Time: 7.0 91.1 91.1 29.9 114 114.0 29.0 29.0 36.0 29.0 29.0 58.9 Volume/Cap: 0.43 0.23 0.23 0.19 0.54 0.08 0.54 0.54 0.27 0.32 0.32 0.06 Uniform Del: 74.1 16.7 16.7 54.4 10.4 6.8 59.0 59.0 50.6 56.4 56.4 32.2 IncremntDel: 3.8 0.0 0.0 0.3 0.1 0.0 1.8 1.8 0.4 0.6 0.6 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 77.8 16.8 16.8 54.6 10.6 6.8 60.8 60.8 51.0 56.9 56.9 32.2 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: 77.8 16.8 16.8 54.6 10.6 6.8 60.8 60.8 51.0 56.9 56.9 32.2 LOS by Move: E- B B D- B+ A E E D E+ E+ C- HCM2kAvgQ: 2 6 6 3 16 1 9 9 5 5 5 1 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 449 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #35: Mathilda Ave & Olive Ave

Signal=Protect/Rights=Include
Final Vol: 229 2778*** 144
Lanes: 1 0 3 0 1

Signal=Permit

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

194

0 Cycle Time (sec): 159

1 87

1 Loss Time (sec): 9

0 174 0

Critical V/C: 0.829

0 97***
0 Avg Crit Del (sec/veh): 34.8

1 156 1

Avg Delay (sec/veh): 34.1

0 359
LOS: C-

Lanes: 1 0 2 1 0
Final Vol: 72*** 1361 138
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 << 4:45 PM - 5:45 PM Base Vol: 72 1361 138 144 2778 229 194 174 156 359 97 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: 72 1361 138 144 2778 229 194 174 156 359 97 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: 72 1361 138 144 2778 229 194 174 156 359 97 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: 72 1361 138 144 2778 229 194 174 156 359 97 87 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 1361 138 144 2778 229 194 174 156 359 97 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: 72 1361 138 144 2778 229 194 174 156 359 97 87 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.71 0.29 1.00 3.00 1.00 0.53 0.47 1.00 0.79 0.21 1.00 Final Sat.: 1750 5084 515 1750 5700 1750 949 851 1750 1417 383 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.27 0.27 0.08 0.49 0.13 0.20 0.20 0.09 0.25 0.25 0.05 Crit Moves: **** **** **** Green Time: 7.9 77.6 77.6 23.8 93.5 93.5 48.6 48.6 56.5 48.6 48.6 72.4 Volume/Cap: 0.83 0.55 0.55 0.55 0.83 0.22 0.67 0.67 0.25 0.83 0.83 0.11 Uniform Del: 74.9 28.5 28.5 62.6 26.3 15.5 48.2 48.2 36.3 51.3 51.3 24.8 IncremntDel: 45.7 0.2 0.2 2.5 1.8 0.1 3.2 3.2 0.2 10.2 10.2 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: 120.6 28.7 28.7 65.1 28.2 15.6 51.3 51.3 36.5 61.5 61.5 24.9 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: 120.6 28.7 28.7 65.1 28.2 15.6 51.3 51.3 36.5 61.5 61.5 24.9 LOS by Move: F C C E C B D- D- D+ E E C HCM2kAvgQ: 4 16 16 7 34 5 17 17 6 23 23 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 450 of 557 ends

COMPARE Fri Jan 24 10:18:33 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 PM
Intersection #35: Mathilda Ave & Olive Ave

Signal=Protect/Rights=Include
Final Vol: 272 2722*** 141
Lanes: 1 0 3 0 1

Signal=Permit

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

160

0 Cycle Time (sec): 159

1 89

1 Loss Time (sec): 9

0 193 0

Critical V/C: 0.841

0 85***
0 Avg Crit Del (sec/veh): 37.3

1 167 1

Avg Delay (sec/veh): 35.5

0 400
LOS: D+

Lanes: 1 0 2 1 0
Final Vol: 82*** 1387 140
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 << 4:45 PM - 5:45 PM Base Vol: 82 1387 140 141 2722 272 160 193 167 400 85 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 82 1387 140 141 2722 272 160 193 167 400 85 89 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 1387 140 141 2722 272 160 193 167 400 85 89 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: 82 1387 140 141 2722 272 160 193 167 400 85 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 1387 140 141 2722 272 160 193 167 400 85 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 1387 140 141 2722 272 160 193 167 400 85 89 ------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.71 0.29 1.00 3.00 1.00 0.45 0.55 1.00 0.82 0.18 1.00 Final Sat.: 1750 5086 513 1750 5700 1750 816 984 1750 1485 315 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.27 0.27 0.08 0.48 0.16 0.20 0.20 0.10 0.27 0.27 0.05 Crit Moves: **** **** **** Green Time: 8.9 76.5 76.5 22.6 90.2 90.2 50.9 50.9 59.8 50.9 50.9 73.5 Volume/Cap: 0.84 0.57 0.57 0.57 0.84 0.27 0.61 0.61 0.25 0.84 0.84 0.11 Uniform Del: 74.4 29.4 29.4 63.6 28.5 17.6 45.7 45.7 34.2 50.3 50.3 24.2 IncremntDel: 44.9 0.3 0.3 3.1 2.1 0.2 2.0 2.0 0.2 10.8 10.8 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: 119.3 29.7 29.7 66.7 30.6 17.8 47.7 47.7 34.4 61.0 61.0 24.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 119.3 29.7 29.7 66.7 30.6 17.8 47.7 47.7 34.4 61.0 61.0 24.3 LOS by Move: F C C E C B D D C- E E C HCM2kAvgQ: 4 17 17 7 35 7 15 15 6 25 25 3 Note: Queue reported is the number of cars per lane.

Attachment 15

Page 451 of 557 ends

Sunnyvale City CouncilJune 28, 2022

Sunnyvale City Council
June 28, 2022