Agenda packet — Los Gatos City Council, January 13, 2026 (part 6 of 11)

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 247 391***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 1044
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.448 0 0
0 Avg Crit Del (sec/veh): 22.5 0
0 0 Avg Delay (sec/veh): 18.3 1 161***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 344*** 166
Signal=Protect/Rights=Include
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: 28 Nov 2023 << 8:00 - 9:00 AM Base Vol: 0 344 166 391 247 0 0 0 0 161 0 1044
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 344 166 391 247 0 0 0 0 161 0 1044
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 344 166 391 247 0 0 0 0 161 0 1044
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: 0 344 166 391 247 0 0 0 0 161 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 344 166 391 247 0 0 0 0 161 0 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: 0 344 166 391 247 0 0 0 0 161 0 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 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 3150 1900 0 0 0 0 1750 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.09 0.12 0.13 0.00 0.00 0.00 0.00 0.09 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 32.4 32.4 22.2 54.6 0.0 0.0 0.0 0.0 16.4 0.0 0.0 Volume/Cap: 0.00 0.45 0.23 0.45 0.19 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Delay/Veh: 0.0 17.7 15.8 24.2 4.7 0.0 0.0 0.0 0.0 28.7 0.0 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 17.7 15.8 24.2 4.7 0.0 0.0 0.0 0.0 28.7 0.0 0.0 LOS by Move: A B B C A A A A A C A A
HCM2kAvgQ: 0 6 3 5 2 0 0 0 0 4 0 0
Note: Queue reported is the number of cars per lane.

Page 617 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 338 690***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 680
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.558 0 0
0 Avg Crit Del (sec/veh): 22.9 0
0 0 Avg Delay (sec/veh): 19.5 1 222***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 283*** 139
Signal=Protect/Rights=Include
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: 28 Nov 2023 << 4:30 - 5:30 PM Base Vol: 0 283 139 690 338 0 0 0 0 222 0 680
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 283 139 690 338 0 0 0 0 222 0 680
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 283 139 690 338 0 0 0 0 222 0 680
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: 0 283 139 690 338 0 0 0 0 222 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 283 139 690 338 0 0 0 0 222 0 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: 0 283 139 690 338 0 0 0 0 222 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.15 0.08 0.22 0.18 0.00 0.00 0.00 0.00 0.13 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 21.4 21.4 31.4 52.8 0.0 0.0 0.0 0.0 18.2 0.0 0.0 Volume/Cap: 0.00 0.56 0.30 0.56 0.27 0.00 0.00 0.00 0.00 0.56 0.00 0.00 Delay/Veh: 0.0 26.6 23.7 19.5 5.7 0.0 0.0 0.0 0.0 29.1 0.0 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 26.6 23.7 19.5 5.7 0.0 0.0 0.0 0.0 29.1 0.0 0.0 LOS by Move: A C C B A A A A A C A A
HCM2kAvgQ: 0 7 3 8 3 0 0 0 0 6 0 0
Note: Queue reported is the number of cars per lane.

Page 618 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 247 400***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 1064
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.455 0 0
0 Avg Crit Del (sec/veh): 22.7 0
0 0 Avg Delay (sec/veh): 18.5 1 167***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 344*** 169
Signal=Protect/Rights=Include
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:

Base Vol: 0 344 169 400 247 0 0 0 0 167 0 1064
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 344 169 400 247 0 0 0 0 167 0 1064
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 344 169 400 247 0 0 0 0 167 0 1064
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: 0 344 169 400 247 0 0 0 0 167 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 344 169 400 247 0 0 0 0 167 0 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: 0 344 169 400 247 0 0 0 0 167 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.18 0.10 0.13 0.13 0.00 0.00 0.00 0.00 0.10 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 31.9 31.9 22.3 54.2 0.0 0.0 0.0 0.0 16.8 0.0 0.0 Volume/Cap: 0.00 0.45 0.24 0.45 0.19 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Delay/Veh: 0.0 18.1 16.2 24.2 4.9 0.0 0.0 0.0 0.0 28.5 0.0 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 18.1 16.2 24.2 4.9 0.0 0.0 0.0 0.0 28.5 0.0 0.0 LOS by Move: A B B C A A A A A C A A
HCM2kAvgQ: 0 6 3 5 2 0 0 0 0 4 0 0
Note: Queue reported is the number of cars per lane.

Page 619 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 338 711***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 695
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.568 0 0
0 Avg Crit Del (sec/veh): 23.0 0
0 0 Avg Delay (sec/veh): 19.7 1 227***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 283*** 145
Signal=Protect/Rights=Include
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:

Base Vol: 0 283 145 711 338 0 0 0 0 227 0 695
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 283 145 711 338 0 0 0 0 227 0 695
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 283 145 711 338 0 0 0 0 227 0 695
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: 0 283 145 711 338 0 0 0 0 227 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 283 145 711 338 0 0 0 0 227 0 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: 0 283 145 711 338 0 0 0 0 227 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.15 0.08 0.23 0.18 0.00 0.00 0.00 0.00 0.13 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 21.0 21.0 31.8 52.7 0.0 0.0 0.0 0.0 18.3 0.0 0.0 Volume/Cap: 0.00 0.57 0.32 0.57 0.27 0.00 0.00 0.00 0.00 0.57 0.00 0.00 Delay/Veh: 0.0 27.1 24.1 19.4 5.8 0.0 0.0 0.0 0.0 29.3 0.0 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 27.1 24.1 19.4 5.8 0.0 0.0 0.0 0.0 29.3 0.0 0.0 LOS by Move: A C C B A A A A A C A A
HCM2kAvgQ: 0 7 3 9 3 0 0 0 0 6 0 0
Note: Queue reported is the number of cars per lane.

Page 620 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #2: University Ave & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 3 0 2***
Lanes: 0 0 1! 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
3*** 1
Cycle Time (sec): 80
0 8
0 Loss Time (sec): 12
1 443 1 Critical V/C: 0.445 1 1028***
1 Avg Crit Del (sec/veh): 18.3 0
105 0 Avg Delay (sec/veh): 21.0 1 220
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 168*** 0 101
Signal=Split/Rights=Include
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: 28 Nov 2023 << 8:00 - 9:00 AM Base Vol: 168 0 101 2 0 3 3 443 105 220 1028 8
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 0 101 2 0 3 3 443 105 220 1028 8
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 168 0 101 2 0 3 3 443 105 220 1028 8
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 0 101 2 0 3 3 443 105 220 1028 8
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 168 0 101 2 0 3 3 443 105 220 1028 8
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 0 101 2 0 3 3 443 105 220 1028 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 1.00 0.00 1.00 0.40 0.00 0.60 1.00 1.61 0.39 1.00 1.98 0.02 Final Sat.: 1800 0 1750 700 0 1050 1750 2991 709 1750 3671 29 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.06 0.00 0.00 0.00 0.00 0.15 0.15 0.13 0.28 0.28 Crit Moves: **** **** **** ****
Green Time: 12.7 0.0 12.7 10.0 0.0 10.0 7.0 24.5 24.5 20.8 38.3 38.3 Volume/Cap: 0.59 0.00 0.36 0.02 0.00 0.02 0.02 0.48 0.48 0.48 0.59 0.59 Delay/Veh: 34.3 0.0 30.8 30.8 0.0 30.8 33.4 22.9 22.9 25.9 15.6 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.3 0.0 30.8 30.8 0.0 30.8 33.4 22.9 22.9 25.9 15.6 15.6 LOS by Move: C A C C A C C C C C B B
HCM2kAvgQ: 5 0 3 0 0 0 0 6 6 5 10 10
Note: Queue reported is the number of cars per lane.

Page 621 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #2: University Ave & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 0 3*** 13
Lanes: 0 0 1! 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
4 1
Cycle Time (sec): 80
0 5
0 Loss Time (sec): 12
1 712*** 1 Critical V/C: 0.529 1 729
1 Avg Crit Del (sec/veh): 25.0 0
121 0 Avg Delay (sec/veh): 24.2 1 138***
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 173 1 239***
Signal=Split/Rights=Include
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: 28 Nov 2023 << 4:30 - 5:30 PM Base Vol: 173 1 239 13 3 0 4 712 121 138 729 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1 239 13 3 0 4 712 121 138 729 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 173 1 239 13 3 0 4 712 121 138 729 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1 239 13 3 0 4 712 121 138 729 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 173 1 239 13 3 0 4 712 121 138 729 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1 239 13 3 0 4 712 121 138 729 5
------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 Lanes: 0.99 0.01 1.00 0.81 0.19 0.00 1.00 1.70 0.30 1.00 1.99 0.01 Final Sat.: 1790 10 1750 1462 337 0 1750 3162 537 1750 3675 25 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.14 0.01 0.01 0.00 0.00 0.23 0.23 0.08 0.20 0.20 Crit Moves: **** **** **** ****
Green Time: 18.0 18.0 18.0 10.0 10.0 0.0 12.2 29.6 29.6 10.4 27.8 27.8 Volume/Cap: 0.43 0.43 0.61 0.07 0.07 0.00 0.01 0.61 0.61 0.61 0.57 0.57 Delay/Veh: 27.4 27.4 30.6 31.0 31.0 0.0 28.8 21.3 21.3 37.6 21.9 21.9 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: 27.4 27.4 30.6 31.0 31.0 0.0 28.8 21.3 21.3 37.6 21.9 21.9 LOS by Move: C C C C C A C C C D C C
HCM2kAvgQ: 4 4 7 0 0 0 0 9 9 5 8 8
Note: Queue reported is the number of cars per lane.

Page 622 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #2: University Ave & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 3 0 2***
Lanes: 0 0 1! 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
3*** 1
Cycle Time (sec): 80
0 8
0 Loss Time (sec): 12
1 455 1 Critical V/C: 0.453 1 1054***
1 Avg Crit Del (sec/veh): 18.4 0
105 0 Avg Delay (sec/veh): 20.9 1 220
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 168*** 0 101
Signal=Split/Rights=Include
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:

Base Vol: 168 0 101 2 0 3 3 455 105 220 1054 8
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 0 101 2 0 3 3 455 105 220 1054 8
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 168 0 101 2 0 3 3 455 105 220 1054 8
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 0 101 2 0 3 3 455 105 220 1054 8
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 168 0 101 2 0 3 3 455 105 220 1054 8
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 0 101 2 0 3 3 455 105 220 1054 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 1.00 0.00 1.00 0.40 0.00 0.60 1.00 1.61 0.39 1.00 1.98 0.02 Final Sat.: 1800 0 1750 700 0 1050 1750 3006 694 1750 3672 28 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.06 0.00 0.00 0.00 0.00 0.15 0.15 0.13 0.29 0.29 Crit Moves: **** **** **** ****
Green Time: 12.5 0.0 12.5 10.0 0.0 10.0 7.0 24.8 24.8 20.6 38.5 38.5 Volume/Cap: 0.60 0.00 0.37 0.02 0.00 0.02 0.02 0.49 0.49 0.49 0.60 0.60 Delay/Veh: 34.9 0.0 31.1 30.8 0.0 30.8 33.4 22.7 22.7 26.0 15.7 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.9 0.0 31.1 30.8 0.0 30.8 33.4 22.7 22.7 26.0 15.7 15.7 LOS by Move: C A C C A C C C C C B B
HCM2kAvgQ: 5 0 3 0 0 0 0 6 6 5 10 10
Note: Queue reported is the number of cars per lane.

Page 623 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #2: University Ave & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 0 3*** 13
Lanes: 0 0 1! 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
4 1
Cycle Time (sec): 80
0 5
0 Loss Time (sec): 12
1 739*** 1 Critical V/C: 0.537 1 749
1 Avg Crit Del (sec/veh): 25.0 0
121 0 Avg Delay (sec/veh): 24.1 1 138***
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 173 1 239***
Signal=Split/Rights=Include
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:

Base Vol: 173 1 239 13 3 0 4 739 121 138 749 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1 239 13 3 0 4 739 121 138 749 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 173 1 239 13 3 0 4 739 121 138 749 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1 239 13 3 0 4 739 121 138 749 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 173 1 239 13 3 0 4 739 121 138 749 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1 239 13 3 0 4 739 121 138 749 5
------------|---------------||---------------||---------------||---------------| 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 0.97 0.95 Lanes: 0.99 0.01 1.00 0.81 0.19 0.00 1.00 1.71 0.29 1.00 1.99 0.01 Final Sat.: 1790 10 1750 1462 337 0 1750 3179 521 1750 3675 25 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.14 0.01 0.01 0.00 0.00 0.23 0.23 0.08 0.20 0.20 Crit Moves: **** **** **** ****
Green Time: 17.7 17.7 17.7 10.0 10.0 0.0 12.1 30.1 30.1 10.2 28.2 28.2 Volume/Cap: 0.44 0.44 0.62 0.07 0.07 0.00 0.02 0.62 0.62 0.62 0.58 0.58 Delay/Veh: 27.6 27.6 31.1 31.0 31.0 0.0 28.9 21.1 21.1 38.2 21.7 21.7 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: 27.6 27.6 31.1 31.0 31.0 0.0 28.9 21.1 21.1 38.2 21.7 21.7 LOS by Move: C C C C C A C C C D C C
HCM2kAvgQ: 4 4 7 0 0 0 0 10 10 5 8 8
Note: Queue reported is the number of cars per lane.

Page 624 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 658 22*** 668
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
84*** 1
Cycle Time (sec): 105
0 98
0 Loss Time (sec): 12
1 606 2 Critical V/C: 0.579 1 771***
1 Avg Crit Del (sec/veh): 30.3 0
5 0 Avg Delay (sec/veh): 30.2 1 28
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 15*** 13 35
Signal=Split/Rights=Include
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: 28 Nov 2023 << 7:45 - 8:45 AM Base Vol: 15 13 35 668 22 658 84 606 5 28 771 98
Growth Adj: 1.00 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 13 35 668 22 658 84 606 5 28 771 98
Added Vol: 0 0 0 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 13 35 668 22 658 84 606 5 28 771 98
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 13 35 668 22 0 84 606 5 28 771 98
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 13 35 668 22 0 84 606 5 28 771 98
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 13 35 668 22 0 84 606 5 28 771 98
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.24 0.21 0.55 1.94 0.06 1.00 1.00 2.97 0.03 1.00 1.77 0.23 Final Sat.: 417 361 972 3437 113 1750 1750 5554 46 1750 3282 417 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.19 0.19 0.00 0.05 0.11 0.11 0.02 0.23 0.23 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 33.8 33.8 0.0 8.3 30.5 30.5 18.7 40.8 40.8 Volume/Cap: 0.38 0.38 0.38 0.60 0.60 0.00 0.60 0.38 0.38 0.09 0.60 0.60 Delay/Veh: 46.0 46.0 46.0 30.9 30.9 0.0 54.0 29.8 29.8 36.2 26.3 26.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.0 30.9 30.9 0.0 54.0 29.8 29.8 36.2 26.3 26.3 LOS by Move: D D D C C A D C C D C C
HCM2kAvgQ: 2 2 2 11 11 0 4 5 5 1 12 12
Note: Queue reported is the number of cars per lane.

Page 625 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 468 19 850***
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
77*** 1
Cycle Time (sec): 100
0 103
0 Loss Time (sec): 12
1 961 2 Critical V/C: 0.554 1 523***
1 Avg Crit Del (sec/veh): 28.3 0
6 0 Avg Delay (sec/veh): 30.7 1 34
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 10 7*** 34
Signal=Split/Rights=Include
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: 28 Nov 2023 << 4:30 - 5:30 PM Base Vol: 10 7 34 850 19 468 77 961 6 34 523 103
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: 10 7 34 850 19 468 77 961 6 34 523 103
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: 10 7 34 850 19 468 77 961 6 34 523 103
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 7 34 850 19 0 77 961 6 34 523 103
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 7 34 850 19 0 77 961 6 34 523 103
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 7 34 850 19 0 77 961 6 34 523 103
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.19 0.14 0.67 1.96 0.04 1.00 1.00 2.98 0.02 1.00 1.66 0.34 Final Sat.: 343 240 1167 3472 78 1750 1750 5565 35 1750 3091 609 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.24 0.24 0.00 0.04 0.17 0.17 0.02 0.17 0.17 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 41.7 41.7 0.0 7.5 25.8 25.8 10.5 28.8 28.8 Volume/Cap: 0.29 0.29 0.29 0.59 0.59 0.00 0.59 0.67 0.67 0.19 0.59 0.59 Delay/Veh: 42.6 42.6 42.6 23.1 23.1 0.0 51.5 34.5 34.5 41.4 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: 42.6 42.6 42.6 23.1 23.1 0.0 51.5 34.5 34.5 41.4 31.4 31.4 LOS by Move: D D D C C A D C C D C C
HCM2kAvgQ: 2 2 2 11 11 0 3 10 10 1 9 9
Note: Queue reported is the number of cars per lane.

Page 626 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 658 22 678***
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
84*** 1
Cycle Time (sec): 105
0 109
0 Loss Time (sec): 12
1 618 2 Critical V/C: 0.594 1 797***
1 Avg Crit Del (sec/veh): 30.5 0
5 0 Avg Delay (sec/veh): 30.3 1 28
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 15*** 13 35
Signal=Split/Rights=Include
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:

Base Vol: 15 13 35 678 22 658 84 618 5 28 797 109
Growth Adj: 1.00 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 13 35 678 22 658 84 618 5 28 797 109
Added Vol: 0 0 0 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 13 35 678 22 658 84 618 5 28 797 109
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 13 35 678 22 0 84 618 5 28 797 109
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 13 35 678 22 0 84 618 5 28 797 109
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 13 35 678 22 0 84 618 5 28 797 109
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.24 0.21 0.55 1.94 0.06 1.00 1.00 2.98 0.02 1.00 1.75 0.25 Final Sat.: 417 361 972 3438 112 1750 1750 5555 45 1750 3255 445 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.20 0.20 0.00 0.05 0.11 0.11 0.02 0.24 0.24 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 33.4 33.4 0.0 8.1 31.0 31.0 18.6 41.5 41.5 Volume/Cap: 0.38 0.38 0.38 0.62 0.62 0.00 0.62 0.38 0.38 0.09 0.62 0.62 Delay/Veh: 46.0 46.0 46.0 31.5 31.5 0.0 55.4 29.5 29.5 36.3 26.3 26.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.0 31.5 31.5 0.0 55.4 29.5 29.5 36.3 26.3 26.3 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 11 11 0 4 5 5 1 12 12
Note: Queue reported is the number of cars per lane.

Page 627 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-12
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 468 19*** 875
Lanes: 1 0 0 1 1
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
77*** 1
Cycle Time (sec): 100
0 112
0 Loss Time (sec): 12
1 988 2 Critical V/C: 0.570 1 543***
1 Avg Crit Del (sec/veh): 28.6 0
6 0 Avg Delay (sec/veh): 30.9 1 34
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 10 7*** 34
Signal=Split/Rights=Include
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:

Base Vol: 10 7 34 875 19 468 77 988 6 34 543 112
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: 10 7 34 875 19 468 77 988 6 34 543 112
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: 10 7 34 875 19 468 77 988 6 34 543 112
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 7 34 875 19 0 77 988 6 34 543 112
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 7 34 875 19 0 77 988 6 34 543 112
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 7 34 875 19 0 77 988 6 34 543 112
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.19 0.14 0.67 1.96 0.04 1.00 1.00 2.98 0.02 1.00 1.65 0.35 Final Sat.: 343 240 1167 3475 75 1750 1750 5566 34 1750 3067 633 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.25 0.25 0.00 0.04 0.18 0.18 0.02 0.18 0.18 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 41.5 41.5 0.0 7.3 26.1 26.1 10.3 29.2 29.2 Volume/Cap: 0.29 0.29 0.29 0.61 0.61 0.00 0.61 0.68 0.68 0.19 0.61 0.61 Delay/Veh: 42.6 42.6 42.6 23.6 23.6 0.0 53.1 34.5 34.5 41.5 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: 42.6 42.6 42.6 23.6 23.6 0.0 53.1 34.5 34.5 41.5 31.4 31.4 LOS by Move: D D D C C A D C C D C C
HCM2kAvgQ: 2 2 2 12 12 0 4 10 10 1 10 10
Note: Queue reported is the number of cars per lane.

Page 628 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-13
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #4: NB 17 Ramp & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Overlap Lanes: Base+Add Vol:
192*** 2
Cycle Time (sec): 105
2 727***
0 Loss Time (sec): 9
0 1133 2 Critical V/C: 0.443 2 741
0 Avg Crit Del (sec/veh): 23.5 0
0 0 Avg Delay (sec/veh): 16.6 0 0
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 148 0 198***
Signal=Split/Rights=Include
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 0 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: 28 Nov 2023 << 7:45 - 8:45 AM Base Vol: 148 0 198 0 0 0 192 1133 0 0 741 727
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 148 0 198 0 0 0 192 1133 0 0 741 727
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 148 0 198 0 0 0 192 1133 0 0 741 727
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 148 0 198 0 0 0 192 1133 0 0 741 727
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 148 0 198 0 0 0 192 1133 0 0 741 727
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 148 0 198 0 0 0 192 1133 0 0 741 727
------------|---------------||---------------||---------------||---------------| 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 0.83 1.00 0.92 0.92 1.00 0.83 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1800 0 1750 0 0 0 3150 3800 0 0 3800 3150
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.08 0.00 0.11 0.00 0.00 0.00 0.06 0.30 0.00 0.00 0.20 0.23 Crit Moves: **** **** ****
Green Time: 26.8 0.0 26.8 0.0 0.0 0.0 14.5 69.2 0.0 0.0 54.7 54.7 Volume/Cap: 0.32 0.00 0.44 0.00 0.00 0.00 0.44 0.45 0.00 0.00 0.37 0.44 Delay/Veh: 32.1 0.0 33.5 0.0 0.0 0.0 42.3 8.8 0.0 0.0 15.1 15.8 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: 32.1 0.0 33.5 0.0 0.0 0.0 42.3 8.8 0.0 0.0 15.1 15.8 LOS by Move: C A C A A A D A A A B B
HCM2kAvgQ: 4 0 6 0 0 0 4 9 0 0 7 9
Note: Queue reported is the number of cars per lane.

Page 629 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-14
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #4: NB 17 Ramp & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
285 2
Cycle Time (sec): 105
2 601
0 Loss Time (sec): 9
0 1602*** 2 Critical V/C: 0.513 2 582
0 Avg Crit Del (sec/veh): 5.7 0
0 0 Avg Delay (sec/veh): 11.9 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 85*** 0 96
Signal=Split/Rights=Include
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 0 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 28 Nov 2023 << 4:30 - 5:30 PM Base Vol: 85 0 96 0 0 0 285 1602 0 0 582 601
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 0 96 0 0 0 285 1602 0 0 582 601
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 85 0 96 0 0 0 285 1602 0 0 582 601
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 0 96 0 0 0 285 1602 0 0 582 601
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 0 96 0 0 0 285 1602 0 0 582 601
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 0 96 0 0 0 285 1602 0 0 582 601
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.00 0.05 0.00 0.00 0.00 0.09 0.42 0.00 0.00 0.15 0.19 Crit Moves: **** **** ****
Green Time: 11.2 0.0 11.2 0.0 0.0 0.0 27.3 84.8 0.0 0.0 57.5 57.5 Volume/Cap: 0.44 0.00 0.51 0.00 0.00 0.00 0.35 0.52 0.00 0.00 0.28 0.35 Delay/Veh: 45.6 0.0 46.7 0.0 0.0 0.0 31.9 3.5 0.0 0.0 12.8 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: 45.6 0.0 46.7 0.0 0.0 0.0 31.9 3.5 0.0 0.0 12.8 13.4 LOS by Move: D A D A A A C A A A B B
HCM2kAvgQ: 3 0 4 0 0 0 5 9 0 0 5 6
Note: Queue reported is the number of cars per lane.

Page 630 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-15
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #4: NB 17 Ramp & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
192*** 2
Cycle Time (sec): 105
2 751***
0 Loss Time (sec): 9
0 1155 2 Critical V/C: 0.454 2 778
0 Avg Crit Del (sec/veh): 23.4 0
0 0 Avg Delay (sec/veh): 16.6 0 0
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 148 0 203***
Signal=Split/Rights=Include
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 0 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:

Base Vol: 148 0 203 0 0 0 192 1155 0 0 778 751
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 148 0 203 0 0 0 192 1155 0 0 778 751
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 148 0 203 0 0 0 192 1155 0 0 778 751
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 148 0 203 0 0 0 192 1155 0 0 778 751
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 148 0 203 0 0 0 192 1155 0 0 778 751
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 148 0 203 0 0 0 192 1155 0 0 778 751
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.08 0.00 0.12 0.00 0.00 0.00 0.06 0.30 0.00 0.00 0.20 0.24 Crit Moves: **** **** ****
Green Time: 26.8 0.0 26.8 0.0 0.0 0.0 14.1 69.2 0.0 0.0 55.1 55.1 Volume/Cap: 0.32 0.00 0.45 0.00 0.00 0.00 0.45 0.46 0.00 0.00 0.39 0.45 Delay/Veh: 32.1 0.0 33.7 0.0 0.0 0.0 42.7 8.9 0.0 0.0 15.0 15.8 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: 32.1 0.0 33.7 0.0 0.0 0.0 42.7 8.9 0.0 0.0 15.0 15.8 LOS by Move: C A C A A A D A A A B B
HCM2kAvgQ: 4 0 6 0 0 0 4 9 0 0 7 9
Note: Queue reported is the number of cars per lane.

Page 631 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-16
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #4: NB 17 Ramp & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
285 2
Cycle Time (sec): 105
2 619
0 Loss Time (sec): 9
0 1654*** 2 Critical V/C: 0.528 2 611
0 Avg Crit Del (sec/veh): 6.0 0
0 0 Avg Delay (sec/veh): 12.2 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 85*** 0 107
Signal=Split/Rights=Include
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 0 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 85 0 107 0 0 0 285 1654 0 0 611 619
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 0 107 0 0 0 285 1654 0 0 611 619
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 85 0 107 0 0 0 285 1654 0 0 611 619
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 85 0 107 0 0 0 285 1654 0 0 611 619
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 0 107 0 0 0 285 1654 0 0 611 619
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 85 0 107 0 0 0 285 1654 0 0 611 619
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.00 0.06 0.00 0.00 0.00 0.09 0.44 0.00 0.00 0.16 0.20 Crit Moves: **** **** ****
Green Time: 12.2 0.0 12.2 0.0 0.0 0.0 26.4 83.8 0.0 0.0 57.4 57.4 Volume/Cap: 0.41 0.00 0.53 0.00 0.00 0.00 0.36 0.55 0.00 0.00 0.29 0.36 Delay/Veh: 44.4 0.0 46.3 0.0 0.0 0.0 32.6 4.0 0.0 0.0 12.9 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: 44.4 0.0 46.3 0.0 0.0 0.0 32.6 4.0 0.0 0.0 12.9 13.6 LOS by Move: D A D A A A C A A A B B
HCM2kAvgQ: 3 0 4 0 0 0 5 10 0 0 5 7
Note: Queue reported is the number of cars per lane.

Page 632 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-17
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 37 0 0
Lanes: 1 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
31 1
Cycle Time (sec): 100
1 12
0 Loss Time (sec): 0
0 1295 2 Critical V/C: 0.069 3 1432
1 Avg Crit Del (sec/veh): 0.4 0
16 0 Avg Delay (sec/veh): 0.4 0 0
LOS: B
Lanes: 0 0 0 0 1
Base+Add Vol: 0 0 20
Signal=Stop/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 28 Nov 2023 << 7:45 - 8:45 AM Base Vol: 0 0 20 0 0 37 31 1295 16 0 1432 12
Growth Adj: 1.00 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 20 0 0 37 31 1295 16 0 1432 12
Added Vol: 0 0 0 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 20 0 0 37 31 1295 16 0 1432 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 20 0 0 37 31 1295 16 0 1432 12
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 20 0 0 37 31 1295 16 0 1432 12
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx 440 xxxx xxxx 477 1444 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 571 xxxx xxxx 540 476 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 571 xxxx xxxx 540 476 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.04 xxxx xxxx 0.07 0.07 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 11.5 xxxxx xxxx 12.2 13.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * B B * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: 11.5 12.2 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 633 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-18
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 19 0 0
Lanes: 1 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
20 1
Cycle Time (sec): 100
1 15
0 Loss Time (sec): 0
0 1653 2 Critical V/C: 0.033 3 1152
1 Avg Crit Del (sec/veh): 0.2 0
10 0 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 0 0 1
Base+Add Vol: 0 0 15
Signal=Stop/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 28 Nov 2023 << 4:30 - 5:30 PM Base Vol: 0 0 15 0 0 19 20 1653 10 0 1152 15
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 15 0 0 19 20 1653 10 0 1152 15
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 15 0 0 19 20 1653 10 0 1152 15
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 15 0 0 19 20 1653 10 0 1152 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 15 0 0 19 20 1653 10 0 1152 15
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 556 xxxx xxxx 384 1167 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 480 xxxx xxxx 620 606 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 480 xxxx xxxx 620 606 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.03 xxxx xxxx 0.03 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.1 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 12.7 xxxxx xxxx 11.0 11.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * B B * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: 12.7 11.0 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 634 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-19
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Ex+Project AM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 37 0 0
Lanes: 1 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
31 1
Cycle Time (sec): 100
1 12
0 Loss Time (sec): 0
0 1322 2 Critical V/C: 0.071 3 1493
1 Avg Crit Del (sec/veh): 0.4 0
16 0 Avg Delay (sec/veh): 0.4 0 0
LOS: B
Lanes: 0 0 0 0 1
Base+Add Vol: 0 0 20
Signal=Stop/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 20 0 0 37 31 1322 16 0 1493 12
Growth Adj: 1.00 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 20 0 0 37 31 1322 16 0 1493 12
Added Vol: 0 0 0 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 20 0 0 37 31 1322 16 0 1493 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 20 0 0 37 31 1322 16 0 1493 12
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 20 0 0 37 31 1322 16 0 1493 12
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 449 xxxx xxxx 498 1505 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 563 xxxx xxxx 523 451 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 563 xxxx xxxx 523 451 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.04 xxxx xxxx 0.07 0.07 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 11.6 xxxxx xxxx 12.4 13.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * B B * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: 11.6 12.4 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 635 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-20
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Ex+Project PM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 19 0 0
Lanes: 1 0 0 0 0
Signal=Uncontrol Signal=Uncontrol
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
20 1
Cycle Time (sec): 100
1 15
0 Loss Time (sec): 0
0 1716 2 Critical V/C: 0.034 3 1199
1 Avg Crit Del (sec/veh): 0.2 0
10 0 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 0 0 1
Base+Add Vol: 0 0 15
Signal=Stop/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 15 0 0 19 20 1716 10 0 1199 15
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 15 0 0 19 20 1716 10 0 1199 15
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 0 15 0 0 19 20 1716 10 0 1199 15
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 15 0 0 19 20 1716 10 0 1199 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 15 0 0 19 20 1716 10 0 1199 15
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 577 xxxx xxxx 400 1214 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 465 xxxx xxxx 606 582 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 465 xxxx xxxx 606 582 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.03 xxxx xxxx 0.03 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.1 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 13.0 xxxxx xxxx 11.1 11.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * B B * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: 13.0 11.1 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 636 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-21
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 280 693*** 0
Lanes: 0 1 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 5/18/2023 Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 126
1 157***
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.380 0 0
0 Avg Crit Del (sec/veh): 28.2 1
0 0 Avg Delay (sec/veh): 24.7 1 241
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 280*** 467 0
Signal=Protect/Rights=Include
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 10 10 0 0 0 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: 18 May 2023 << 7:45 - 8:45 AM Base Vol: 280 467 0 0 693 280 0 0 0 241 0 157
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 280 467 0 0 693 280 0 0 0 241 0 157
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 280 467 0 0 693 280 0 0 0 241 0 157
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 280 467 0 0 693 280 0 0 0 241 0 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 280 467 0 0 693 280 0 0 0 241 0 157
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 280 467 0 0 693 280 0 0 0 241 0 157
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.93 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 2.11 0.89 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 3986 1611 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.08 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.07 0.00 0.09 Crit Moves: **** **** ****
Green Time: 29.5 87.2 0.0 0.0 57.7 57.7 0.0 0.0 0.0 29.8 0.0 29.8 Volume/Cap: 0.38 0.12 0.00 0.00 0.38 0.38 0.00 0.00 0.00 0.29 0.00 0.38 Delay/Veh: 40.9 6.5 0.0 0.0 22.5 22.5 0.0 0.0 0.0 39.6 0.0 40.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.9 6.5 0.0 0.0 22.5 22.5 0.0 0.0 0.0 39.6 0.0 40.9 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 6 2 0 0 8 8 0 0 0 4 0 6
Note: Queue reported is the number of cars per lane.

Page 637 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-22
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 204 1104*** 0
Lanes: 0 1 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 12/11/2018 Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 120
1 208***
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.479 0 0
0 Avg Crit Del (sec/veh): 26.5 1
0 0 Avg Delay (sec/veh): 21.0 1 235
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 286*** 1021 0
Signal=Protect/Rights=Include
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 10 10 0 0 0 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: 11 Dec 2018 << 5:00 - 6:00 PM Base Vol: 286 1021 0 0 1104 204 0 0 0 235 0 208
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 286 1021 0 0 1104 204 0 0 0 235 0 208
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 286 1021 0 0 1104 204 0 0 0 235 0 208
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 286 1021 0 0 1104 204 0 0 0 235 0 208
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 286 1021 0 0 1104 204 0 0 0 235 0 208
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 286 1021 0 0 1104 204 0 0 0 235 0 208
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.93 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 2.51 0.49 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4725 873 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.18 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.07 0.00 0.12 Crit Moves: **** **** ****
Green Time: 22.7 81.2 0.0 0.0 58.5 58.5 0.0 0.0 0.0 29.8 0.0 29.8 Volume/Cap: 0.48 0.26 0.00 0.00 0.48 0.48 0.00 0.00 0.00 0.27 0.00 0.48 Delay/Veh: 44.0 7.7 0.0 0.0 20.7 20.7 0.0 0.0 0.0 36.5 0.0 39.3 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: 44.0 7.7 0.0 0.0 20.7 20.7 0.0 0.0 0.0 36.5 0.0 39.3 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 6 5 0 0 11 11 0 0 0 4 0 7
Note: Queue reported is the number of cars per lane.

Page 638 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-23
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 280 698*** 0
Lanes: 0 1 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 126
1 157***
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.389 0 0
0 Avg Crit Del (sec/veh): 28.7 1
0 0 Avg Delay (sec/veh): 25.1 1 251
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 304*** 478 0
Signal=Protect/Rights=Include
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 10 10 0 0 0 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:

Base Vol: 304 478 0 0 698 280 0 0 0 251 0 157
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 478 0 0 698 280 0 0 0 251 0 157
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 304 478 0 0 698 280 0 0 0 251 0 157
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 304 478 0 0 698 280 0 0 0 251 0 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 304 478 0 0 698 280 0 0 0 251 0 157
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 304 478 0 0 698 280 0 0 0 251 0 157
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.93 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 2.11 0.89 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 3995 1602 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.08 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.07 0.00 0.09 Crit Moves: **** **** ****
Green Time: 31.3 87.9 0.0 0.0 56.6 56.6 0.0 0.0 0.0 29.1 0.0 29.1 Volume/Cap: 0.39 0.12 0.00 0.00 0.39 0.39 0.00 0.00 0.00 0.31 0.00 0.39 Delay/Veh: 39.7 6.3 0.0 0.0 23.2 23.2 0.0 0.0 0.0 40.3 0.0 41.6 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: 39.7 6.3 0.0 0.0 23.2 23.2 0.0 0.0 0.0 40.3 0.0 41.6 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 6 2 0 0 8 8 0 0 0 4 0 6
Note: Queue reported is the number of cars per lane.

Page 639 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-24
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 204 1115*** 0
Lanes: 0 1 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 120
1 208***
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.488 0 0
0 Avg Crit Del (sec/veh): 26.9 1
0 0 Avg Delay (sec/veh): 21.4 1 261
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 304*** 1030 0
Signal=Protect/Rights=Include
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 10 10 0 0 0 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:

Base Vol: 304 1030 0 0 1115 204 0 0 0 261 0 208
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1030 0 0 1115 204 0 0 0 261 0 208
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 304 1030 0 0 1115 204 0 0 0 261 0 208
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 304 1030 0 0 1115 204 0 0 0 261 0 208
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 304 1030 0 0 1115 204 0 0 0 261 0 208
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 304 1030 0 0 1115 204 0 0 0 261 0 208
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.93 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 2.52 0.48 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4733 866 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.18 0.00 0.00 0.24 0.24 0.00 0.00 0.00 0.07 0.00 0.12 Crit Moves: **** **** ****
Green Time: 23.8 81.7 0.0 0.0 58.0 58.0 0.0 0.0 0.0 29.3 0.0 29.3 Volume/Cap: 0.49 0.27 0.00 0.00 0.49 0.49 0.00 0.00 0.00 0.30 0.00 0.49 Delay/Veh: 43.3 7.5 0.0 0.0 21.1 21.1 0.0 0.0 0.0 37.2 0.0 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: 43.3 7.5 0.0 0.0 21.1 21.1 0.0 0.0 0.0 37.2 0.0 39.8 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 6 5 0 0 11 11 0 0 0 4 0 7
Note: Queue reported is the number of cars per lane.

Page 640 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-25
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 752 145***
Lanes: 0 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 5/18/2023 Rights=Include Lanes: Base+Add Vol:
112 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 1! Critical V/C: 0.381 0 0
0 Avg Crit Del (sec/veh): 28.4 0
201*** 0 Avg Delay (sec/veh): 23.8 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 642*** 274
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 May 2023 << 8:00 - 9:00 AM Base Vol: 0 642 274 145 752 0 112 0 201 0 0 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: 0 642 274 145 752 0 112 0 201 0 0 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: 0 642 274 145 752 0 112 0 201 0 0 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: 0 642 274 145 752 0 112 0 201 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 642 274 145 752 0 112 0 201 0 0 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: 0 642 274 145 752 0 112 0 201 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.07 0.93 2.00 2.00 0.00 1.22 0.00 0.78 0.00 0.00 0.00 Final Sat.: 0 3923 1674 3150 3800 0 2140 0 1399 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.16 0.16 0.05 0.20 0.00 0.05 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 54.2 54.2 15.2 69.4 0.0 47.6 0.0 47.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.38 0.38 0.38 0.36 0.00 0.14 0.00 0.38 0.00 0.00 0.00 Delay/Veh: 0.0 24.6 24.6 51.7 15.9 0.0 25.8 0.0 28.8 0.0 0.0 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 24.6 24.6 51.7 15.9 0.0 25.8 0.0 28.8 0.0 0.0 0.0 LOS by Move: A C C D B A C A C A A A
HCM2kAvgQ: 0 8 8 3 8 0 2 0 8 0 0 0
Note: Queue reported is the number of cars per lane.

Page 641 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-26
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1109 243***
Lanes: 0 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 12/11/2018 Rights=Include Lanes: Base+Add Vol:
309 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 36*** 1! Critical V/C: 0.708 0 0
0 Avg Crit Del (sec/veh): 33.8 0
319 0 Avg Delay (sec/veh): 28.1 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 989 512***
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 11 Dec 2018 << 5:00 - 6:00 PM Base Vol: 0 989 512 243 1109 0 309 36 319 0 0 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: 0 989 512 243 1109 0 309 36 319 0 0 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: 0 989 512 243 1109 0 309 36 319 0 0 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: 0 989 512 243 1109 0 309 36 319 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 989 512 243 1109 0 309 36 319 0 0 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: 0 989 512 243 1109 0 309 36 319 0 0 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 0.83 1.00 0.92 0.92 0.95 0.95 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 1.31 0.07 0.62 0.00 0.00 0.00 Final Sat.: 0 3800 1750 3150 3800 0 2291 126 1117 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.26 0.29 0.08 0.29 0.00 0.13 0.29 0.29 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 49.6 49.6 13.1 62.6 0.0 48.4 48.4 48.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.63 0.71 0.71 0.56 0.00 0.33 0.71 0.71 0.00 0.00 0.00 Delay/Veh: 0.0 28.5 30.3 58.3 19.7 0.0 24.8 32.4 32.4 0.0 0.0 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 28.5 30.3 58.3 19.7 0.0 24.8 32.4 32.4 0.0 0.0 0.0 LOS by Move: A C C E B A C C C A A A
HCM2kAvgQ: 0 15 18 7 14 0 6 17 17 0 0 0
Note: Queue reported is the number of cars per lane.

Page 642 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-27
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 767 145***
Lanes: 0 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
112 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 1! Critical V/C: 0.398 0 0
0 Avg Crit Del (sec/veh): 28.2 0
211*** 0 Avg Delay (sec/veh): 23.7 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 677*** 300
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 677 300 145 767 0 112 0 211 0 0 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: 0 677 300 145 767 0 112 0 211 0 0 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: 0 677 300 145 767 0 112 0 211 0 0 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: 0 677 300 145 767 0 112 0 211 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 677 300 145 767 0 112 0 211 0 0 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: 0 677 300 145 767 0 112 0 211 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.05 0.95 2.00 2.00 0.00 1.21 0.00 0.79 0.00 0.00 0.00 Final Sat.: 0 3878 1719 3150 3800 0 2125 0 1414 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.17 0.17 0.05 0.20 0.00 0.05 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 55.2 55.2 14.6 69.8 0.0 47.2 0.0 47.2 0.0 0.0 0.0 Volume/Cap: 0.00 0.40 0.40 0.40 0.36 0.00 0.14 0.00 0.40 0.00 0.00 0.00 Delay/Veh: 0.0 24.2 24.2 52.4 15.8 0.0 26.0 0.0 29.3 0.0 0.0 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 24.2 24.2 52.4 15.8 0.0 26.0 0.0 29.3 0.0 0.0 0.0 LOS by Move: A C C D B A C A C A A A
HCM2kAvgQ: 0 9 9 3 8 0 2 0 8 0 0 0
Note: Queue reported is the number of cars per lane.

Page 643 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-28
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1146 243***
Lanes: 0 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
309 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 36*** 1! Critical V/C: 0.736 0 0
0 Avg Crit Del (sec/veh): 34.5 0
344 0 Avg Delay (sec/veh): 28.7 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 1016 532***
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1016 532 243 1146 0 309 36 344 0 0 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 1016 532 243 1146 0 309 36 344 0 0 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 1016 532 243 1146 0 309 36 344 0 0 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 1016 532 243 1146 0 309 36 344 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1016 532 243 1146 0 309 36 344 0 0 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 1016 532 243 1146 0 309 36 344 0 0 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 0.83 1.00 0.92 0.92 0.95 0.95 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 2.00 2.00 0.00 1.29 0.07 0.64 0.00 0.00 0.00 Final Sat.: 0 3800 1750 3150 3800 0 2266 120 1149 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.27 0.30 0.08 0.30 0.00 0.14 0.30 0.30 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 49.6 49.6 12.6 62.2 0.0 48.8 48.8 48.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.65 0.74 0.74 0.58 0.00 0.34 0.74 0.74 0.00 0.00 0.00 Delay/Veh: 0.0 28.8 31.1 60.5 20.4 0.0 24.5 33.2 33.2 0.0 0.0 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 28.8 31.1 60.5 20.4 0.0 24.5 33.2 33.2 0.0 0.0 0.0 LOS by Move: A C C E C A C C C A A A
HCM2kAvgQ: 0 15 19 7 15 0 6 19 19 0 0 0
Note: Queue reported is the number of cars per lane.

Page 644 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-29
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 14 501 417***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 5/18/2023 Rights=Overlap Lanes: Base+Add Vol:
31 0
Cycle Time (sec): 126
1 288
0 Loss Time (sec): 12
0 33*** 1! Critical V/C: 0.439 0 24***
0 Avg Crit Del (sec/veh): 37.3 1
26 0 Avg Delay (sec/veh): 31.6 1 178
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 35 595*** 215
Signal=Protect/Rights=Include
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: 18 May 2023 << 8:00 - 9:00 AM Base Vol: 35 595 215 417 501 14 31 33 26 178 24 288
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 595 215 417 501 14 31 33 26 178 24 288
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 35 595 215 417 501 14 31 33 26 178 24 288
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 595 215 417 501 14 31 33 26 178 24 288
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 595 215 417 501 14 31 33 26 178 24 288
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 595 215 417 501 14 31 33 26 178 24 288
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.34 0.37 0.29 1.77 0.23 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 603 642 506 3128 422 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.16 0.12 0.13 0.13 0.01 0.05 0.05 0.05 0.06 0.06 0.16 Crit Moves: **** **** **** ****
Green Time: 24.6 44.9 44.9 38.0 58.3 58.3 14.8 14.8 14.8 16.3 16.3 54.3 Volume/Cap: 0.10 0.44 0.34 0.44 0.28 0.02 0.44 0.44 0.44 0.44 0.44 0.38 Delay/Veh: 41.8 31.2 30.1 35.8 21.0 18.3 53.3 53.3 53.3 51.3 51.3 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.8 31.2 30.1 35.8 21.0 18.3 53.3 53.3 53.3 51.3 51.3 24.7 LOS by Move: D C C D C B D D D D D C
HCM2kAvgQ: 1 9 7 8 6 0 4 4 4 4 4 8
Note: Queue reported is the number of cars per lane.

Page 645 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-30
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 6 875 540***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 12/11/2018 Rights=Overlap Lanes: Base+Add Vol:
35*** 0
Cycle Time (sec): 120
1 479***
0 Loss Time (sec): 12
0 15 1! Critical V/C: 0.671 0 9
0 Avg Crit Del (sec/veh): 34.7 1
21 0 Avg Delay (sec/veh): 30.7 1 255
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 24 1101*** 238
Signal=Protect/Rights=Include
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: 11 Dec 2018 << 5:00 - 6:00 PM Base Vol: 24 1101 238 540 875 6 35 15 21 255 9 479
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 1101 238 540 875 6 35 15 21 255 9 479
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 24 1101 238 540 875 6 35 15 21 255 9 479
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 1101 238 540 875 6 35 15 21 255 9 479
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 24 1101 238 540 875 6 35 15 21 255 9 479
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 1101 238 540 875 6 35 15 21 255 9 479
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.49 0.21 0.30 1.93 0.07 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 863 370 518 3429 121 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.29 0.14 0.17 0.23 0.00 0.04 0.04 0.04 0.07 0.07 0.27 Crit Moves: **** **** **** ****
Green Time: 16.2 50.4 50.4 29.8 64.0 64.0 10.0 10.0 10.0 17.8 17.8 47.6 Volume/Cap: 0.10 0.69 0.32 0.69 0.43 0.01 0.49 0.49 0.49 0.50 0.50 0.69 Delay/Veh: 45.7 29.7 23.6 43.5 17.1 13.1 55.1 55.1 55.1 47.8 47.8 33.0 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: 45.7 29.7 23.6 43.5 17.1 13.1 55.1 55.1 55.1 47.8 47.8 33.0 LOS by Move: D C C D B B E E E D D C
HCM2kAvgQ: 1 17 6 12 10 0 3 3 3 5 5 16
Note: Queue reported is the number of cars per lane.

Page 646 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-31
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 14 526 417***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
31 0
Cycle Time (sec): 126
1 288
0 Loss Time (sec): 12
0 33*** 1! Critical V/C: 0.457 0 24***
0 Avg Crit Del (sec/veh): 36.9 1
26 0 Avg Delay (sec/veh): 31.3 1 179
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 57 655*** 218
Signal=Protect/Rights=Include
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:

Base Vol: 57 655 218 417 526 14 31 33 26 179 24 288
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 655 218 417 526 14 31 33 26 179 24 288
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 57 655 218 417 526 14 31 33 26 179 24 288
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 655 218 417 526 14 31 33 26 179 24 288
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 655 218 417 526 14 31 33 26 179 24 288
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 655 218 417 526 14 31 33 26 179 24 288
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.34 0.37 0.29 1.77 0.23 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 603 642 506 3130 420 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.12 0.13 0.14 0.01 0.05 0.05 0.05 0.06 0.06 0.16 Crit Moves: **** **** **** ****
Green Time: 24.1 47.5 47.5 36.5 60.0 60.0 14.2 14.2 14.2 15.8 15.8 52.3 Volume/Cap: 0.17 0.46 0.33 0.46 0.29 0.02 0.46 0.46 0.46 0.46 0.46 0.40 Delay/Veh: 42.9 29.8 28.2 37.0 20.2 17.4 54.0 54.0 54.0 51.9 51.9 26.2 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: 42.9 29.8 28.2 37.0 20.2 17.4 54.0 54.0 54.0 51.9 51.9 26.2 LOS by Move: D C C D C B D D D D D C
HCM2kAvgQ: 2 9 6 8 6 0 4 4 4 4 4 8
Note: Queue reported is the number of cars per lane.

Page 647 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-32
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 6 937 540***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
35*** 0
Cycle Time (sec): 120
1 479***
0 Loss Time (sec): 12
0 15 1! Critical V/C: 0.685 0 9
0 Avg Crit Del (sec/veh): 35.0 1
21 0 Avg Delay (sec/veh): 30.9 1 258
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 77 1148*** 240
Signal=Protect/Rights=Include
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:

Base Vol: 77 1148 240 540 937 6 35 15 21 258 9 479
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 1148 240 540 937 6 35 15 21 258 9 479
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 77 1148 240 540 937 6 35 15 21 258 9 479
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 1148 240 540 937 6 35 15 21 258 9 479
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1148 240 540 937 6 35 15 21 258 9 479
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 1148 240 540 937 6 35 15 21 258 9 479
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.49 0.21 0.30 1.93 0.07 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 863 370 518 3430 120 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.14 0.17 0.25 0.00 0.04 0.04 0.04 0.08 0.08 0.27 Crit Moves: **** **** **** ****
Green Time: 15.4 51.4 51.4 29.2 65.2 65.2 10.0 10.0 10.0 17.4 17.4 46.6 Volume/Cap: 0.34 0.71 0.32 0.71 0.45 0.01 0.49 0.49 0.49 0.52 0.52 0.71 Delay/Veh: 48.6 29.5 23.0 44.5 16.8 12.6 55.1 55.1 55.1 48.4 48.4 34.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.6 29.5 23.0 44.5 16.8 12.6 55.1 55.1 55.1 48.4 48.4 34.3 LOS by Move: D C C D B B E E E D D C
HCM2kAvgQ: 3 18 6 12 10 0 3 3 3 5 5 17
Note: Queue reported is the number of cars per lane.

Page 648 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-33
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 11 645 11***
Lanes: 0 1 1 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 5/18/2023 Rights=Include Lanes: Base+Add Vol:
14*** 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.252 0 0
0 Avg Crit Del (sec/veh): 5.0 0
25 1 Avg Delay (sec/veh): 8.6 0 0
LOS: A
Lanes: 1 0 2 0 0
Base+Add Vol: 39 836*** 0
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 May 2023 << 8:00 - 9:00 AM Base Vol: 39 836 0 11 645 11 14 0 25 0 0 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: 39 836 0 11 645 11 14 0 25 0 0 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: 39 836 0 11 645 11 14 0 25 0 0 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: 39 836 0 11 645 11 14 0 25 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 836 0 11 645 11 14 0 25 0 0 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: 39 836 0 11 645 11 14 0 25 0 0 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 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 1.00 1.97 0.03 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3638 62 1750 0 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.22 0.00 0.01 0.18 0.18 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 25.5 100 0.0 7.0 81.5 81.5 10.0 0.0 10.0 0.0 0.0 0.0 Volume/Cap: 0.11 0.28 0.00 0.11 0.27 0.27 0.10 0.00 0.18 0.00 0.00 0.00 Delay/Veh: 41.1 3.5 0.0 57.1 9.6 9.6 54.1 0.0 54.8 0.0 0.0 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: 41.1 3.5 0.0 57.1 9.6 9.6 54.1 0.0 54.8 0.0 0.0 0.0 LOS by Move: D A A E A A D A D A A A
HCM2kAvgQ: 1 4 0 1 5 5 1 0 1 0 0 0
Note: Queue reported is the number of cars per lane.

Page 649 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-34
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 10 805 11***
Lanes: 0 1 1 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 5/18/2023 Rights=Include Lanes: Base+Add Vol:
12*** 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.329 0 0
0 Avg Crit Del (sec/veh): 5.0 0
11 1 Avg Delay (sec/veh): 7.2 0 0
LOS: A
Lanes: 1 0 2 0 0
Base+Add Vol: 22 1108*** 0
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 May 2023 << 4:15 - 5:15 PM Base Vol: 22 1108 0 11 805 10 12 0 11 0 0 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: 22 1108 0 11 805 10 12 0 11 0 0 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: 22 1108 0 11 805 10 12 0 11 0 0 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: 22 1108 0 11 805 10 12 0 11 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 1108 0 11 805 10 12 0 11 0 0 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: 22 1108 0 11 805 10 12 0 11 0 0 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 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 1.00 1.97 0.03 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3655 45 1750 0 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.29 0.00 0.01 0.22 0.22 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 21.1 94.0 0.0 7.0 79.9 79.9 10.0 0.0 10.0 0.0 0.0 0.0 Volume/Cap: 0.07 0.37 0.00 0.11 0.33 0.33 0.08 0.00 0.08 0.00 0.00 0.00 Delay/Veh: 41.3 4.1 0.0 54.0 8.7 8.7 51.0 0.0 51.0 0.0 0.0 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: 41.3 4.1 0.0 54.0 8.7 8.7 51.0 0.0 51.0 0.0 0.0 0.0 LOS by Move: D A A D A A D A D A A A
HCM2kAvgQ: 1 6 0 0 6 6 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

Page 650 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-35
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 11 722 64***
Lanes: 0 1 1 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
26 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.308 0 0
0 Avg Crit Del (sec/veh): 11.2 0
42*** 1 Avg Delay (sec/veh): 12.0 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 59 856*** 0
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 59 856 0 64 722 11 26 0 42 0 0 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: 59 856 0 64 722 11 26 0 42 0 0 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: 59 856 0 64 722 11 26 0 42 0 0 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: 59 856 0 64 722 11 26 0 42 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 59 856 0 64 722 11 26 0 42 0 0 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: 59 856 0 64 722 11 26 0 42 0 0 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 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 1.00 1.97 0.03 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3644 56 1750 0 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.23 0.00 0.04 0.20 0.20 0.01 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 23.4 92.1 0.0 14.9 83.6 83.6 10.0 0.0 10.0 0.0 0.0 0.0 Volume/Cap: 0.18 0.31 0.00 0.31 0.30 0.30 0.19 0.00 0.30 0.00 0.00 0.00 Delay/Veh: 43.5 6.0 0.0 51.6 9.0 9.0 54.9 0.0 55.9 0.0 0.0 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: 43.5 6.0 0.0 51.6 9.0 9.0 54.9 0.0 55.9 0.0 0.0 0.0 LOS by Move: D A A D A A D A E A A A
HCM2kAvgQ: 2 6 0 3 6 6 1 0 2 0 0 0
Note: Queue reported is the number of cars per lane.

Page 651 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-36
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 10 865 55***
Lanes: 0 1 1 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
22*** 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.376 0 0
0 Avg Crit Del (sec/veh): 8.0 0
24 1 Avg Delay (sec/veh): 9.8 0 0
LOS: A
Lanes: 1 0 2 0 0
Base+Add Vol: 71 1156*** 0
Signal=Protect/Rights=Include
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 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 71 1156 0 55 865 10 22 0 24 0 0 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: 71 1156 0 55 865 10 22 0 24 0 0 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: 71 1156 0 55 865 10 22 0 24 0 0 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: 71 1156 0 55 865 10 22 0 24 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 71 1156 0 55 865 10 22 0 24 0 0 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: 71 1156 0 55 865 10 22 0 24 0 0 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 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 1.00 1.98 0.02 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3658 42 1750 0 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.00 0.03 0.24 0.24 0.01 0.00 0.01 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 20.0 91.5 0.0 9.5 81.0 81.0 10.0 0.0 10.0 0.0 0.0 0.0 Volume/Cap: 0.24 0.40 0.00 0.40 0.35 0.35 0.15 0.00 0.16 0.00 0.00 0.00 Delay/Veh: 43.9 4.9 0.0 54.5 8.4 8.4 51.5 0.0 51.7 0.0 0.0 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: 43.9 4.9 0.0 54.5 8.4 8.4 51.5 0.0 51.7 0.0 0.0 0.0 LOS by Move: D A A D A A D A D A A A
HCM2kAvgQ: 3 7 0 3 7 7 1 0 1 0 0 0
Note: Queue reported is the number of cars per lane.

Page 652 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-37
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 346*** 368 28
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Ignore Vol Cnt Date: 11/28/2023 Rights=Include Lanes: Base+Add Vol:
443*** 2
Cycle Time (sec): 126
0 9
1 Loss Time (sec): 12
0 25 0 Critical V/C: 0.610 1! 26***
0 Avg Crit Del (sec/veh): 40.1 0
841 1 Avg Delay (sec/veh): 36.3 0 19
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 1041*** 397 8
Signal=Protect/Rights=Include
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: 28 Nov 2023 << 7:45 - 8:45 AM Base Vol: 1041 397 8 28 368 346 443 25 841 19 26 9
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1041 397 8 28 368 346 443 25 841 19 26 9
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 1041 397 8 28 368 346 443 25 841 19 26 9
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 1041 397 8 28 368 346 443 25 0 19 26 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1041 397 8 28 368 346 443 25 0 19 26 9
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 1041 397 8 28 368 346 443 25 0 19 26 9
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 0.97 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.96 0.04 1.00 2.00 1.00 2.85 0.15 1.00 0.35 0.48 0.17 Final Sat.: 4551 3627 73 1750 3800 1750 4684 264 1750 616 843 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.11 0.11 0.02 0.10 0.20 0.09 0.09 0.00 0.03 0.03 0.03 Crit Moves: **** **** **** ****
Green Time: 45.7 56.5 56.5 28.7 39.5 39.5 18.9 18.9 0.0 10.0 10.0 10.0 Volume/Cap: 0.63 0.24 0.24 0.07 0.31 0.63 0.63 0.63 0.00 0.39 0.39 0.39 Delay/Veh: 34.0 21.6 21.6 38.3 33.1 39.4 52.1 52.1 0.0 56.9 56.9 56.9 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: 34.0 21.6 21.6 38.3 33.1 39.4 52.1 52.1 0.0 56.9 56.9 56.9 LOS by Move: C C C D C D D D A E E E
HCM2kAvgQ: 14 5 5 1 5 13 7 7 0 3 3 3
Note: Queue reported is the number of cars per lane.

Page 653 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-38
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 494*** 683 28
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Ignore Vol Cnt Date: 12/11/2018 Rights=Include Lanes: Base+Add Vol:
599 2
Cycle Time (sec): 106
0 35
1 Loss Time (sec): 12
0 40*** 0 Critical V/C: 0.702 1! 43
0 Avg Crit Del (sec/veh): 40.3 0
1181 1 Avg Delay (sec/veh): 32.9 0 55***
LOS: C
Lanes: 3 0 1 1 0
Base+Add Vol: 616*** 594 33
Signal=Protect/Rights=Include
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: 11 Dec 2018 << 4:45 - 5:45 PM Base Vol: 616 594 33 28 683 494 599 40 1181 55 43 35
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 616 594 33 28 683 494 599 40 1181 55 43 35 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 616 594 33 28 683 494 599 40 1181 55 43 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 616 594 33 28 683 494 599 40 0 55 43 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 616 594 33 28 683 494 599 40 0 55 43 35
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 616 594 33 28 683 494 599 40 0 55 43 35
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 0.98 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.89 0.11 1.00 2.00 1.00 2.83 0.17 1.00 0.42 0.32 0.26 Final Sat.: 4551 3505 195 1750 3800 1750 4638 310 1750 724 566 461 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.17 0.17 0.02 0.18 0.28 0.13 0.13 0.00 0.08 0.08 0.08 Crit Moves: **** **** **** ****
Green Time: 20.4 45.4 45.4 17.7 42.6 42.6 19.5 19.5 0.0 11.5 11.5 11.5 Volume/Cap: 0.70 0.40 0.40 0.10 0.45 0.70 0.70 0.70 0.00 0.70 0.70 0.70 Delay/Veh: 42.5 21.0 21.0 37.5 23.3 29.6 43.0 43.0 0.0 56.9 56.9 56.9 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: 42.5 21.0 21.0 37.5 23.3 29.6 43.0 43.0 0.0 56.9 56.9 56.9 LOS by Move: D C C D C C D D A E E E
HCM2kAvgQ: 9 7 7 1 8 15 9 9 0 6 6 6
Note: Queue reported is the number of cars per lane.

Page 654 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-39
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 407*** 402 28
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
470*** 2
Cycle Time (sec): 126
0 9
1 Loss Time (sec): 12
0 25 0 Critical V/C: 0.655 1! 26***
0 Avg Crit Del (sec/veh): 42.1 0
841 1 Avg Delay (sec/veh): 37.4 0 19
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 1041*** 410 8
Signal=Protect/Rights=Include
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:

Base Vol: 1041 410 8 28 402 407 470 25 841 19 26 9
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1041 410 8 28 402 407 470 25 841 19 26 9
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 1041 410 8 28 402 407 470 25 841 19 26 9
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 1041 410 8 28 402 407 470 25 0 19 26 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1041 410 8 28 402 407 470 25 0 19 26 9
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 1041 410 8 28 402 407 470 25 0 19 26 9
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 0.97 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.96 0.04 1.00 2.00 1.00 2.86 0.14 1.00 0.35 0.48 0.17 Final Sat.: 4551 3629 71 1750 3800 1750 4698 250 1750 616 843 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.11 0.11 0.02 0.11 0.23 0.10 0.10 0.00 0.03 0.03 0.03 Crit Moves: **** **** **** ****
Green Time: 42.4 57.3 57.3 28.2 43.1 43.1 18.5 18.5 0.0 10.0 10.0 10.0 Volume/Cap: 0.68 0.25 0.25 0.07 0.31 0.68 0.68 0.68 0.00 0.39 0.39 0.39 Delay/Veh: 37.2 21.2 21.2 38.7 30.6 38.7 53.5 53.5 0.0 56.9 56.9 56.9 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: 37.2 21.2 21.2 38.7 30.6 38.7 53.5 53.5 0.0 56.9 56.9 56.9 LOS by Move: D C C D C D D D A E E E
HCM2kAvgQ: 15 5 5 1 6 15 8 8 0 3 3 3
Note: Queue reported is the number of cars per lane.

Page 655 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-40
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 541*** 709 28
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
662 2
Cycle Time (sec): 106
0 35
1 Loss Time (sec): 12
0 40*** 0 Critical V/C: 0.747 1! 43
0 Avg Crit Del (sec/veh): 41.8 0
1181 1 Avg Delay (sec/veh): 33.7 0 55***
LOS: C
Lanes: 3 0 1 1 0
Base+Add Vol: 616*** 628 33
Signal=Protect/Rights=Include
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:

Base Vol: 616 628 33 28 709 541 662 40 1181 55 43 35
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 616 628 33 28 709 541 662 40 1181 55 43 35 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 616 628 33 28 709 541 662 40 1181 55 43 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 616 628 33 28 709 541 662 40 0 55 43 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 616 628 33 28 709 541 662 40 0 55 43 35
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 616 628 33 28 709 541 662 40 0 55 43 35
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 0.98 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.90 0.10 1.00 2.00 1.00 2.84 0.16 1.00 0.42 0.32 0.26 Final Sat.: 4551 3515 185 1750 3800 1750 4666 282 1750 724 566 461 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.18 0.18 0.02 0.19 0.31 0.14 0.14 0.00 0.08 0.08 0.08 Crit Moves: **** **** **** ****
Green Time: 19.2 46.1 46.1 17.0 43.9 43.9 20.1 20.1 0.0 10.8 10.8 10.8 Volume/Cap: 0.75 0.41 0.41 0.10 0.45 0.75 0.75 0.75 0.00 0.75 0.75 0.75 Delay/Veh: 44.9 20.8 20.8 38.1 22.6 30.6 43.9 43.9 0.0 62.1 62.1 62.1 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: 44.9 20.8 20.8 38.1 22.6 30.6 43.9 43.9 0.0 62.1 62.1 62.1 LOS by Move: D C C D C C D D A E E E
HCM2kAvgQ: 10 8 8 1 8 17 10 10 0 6 6 6
Note: Queue reported is the number of cars per lane.

Page 656 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-41
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 20 999 131***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
51 0
Cycle Time (sec): 110
0 201
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.422 1! 5***
0 Avg Crit Del (sec/veh): 26.3 0
21 1 Avg Delay (sec/veh): 24.6 0 43
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 27 938*** 18
Signal=Protect/Rights=Include
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: 27 Apr 2022 << 7:45 - 8:45 AM Base Vol: 27 938 18 131 999 20 51 6 21 43 5 201
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 938 18 131 999 20 51 6 21 43 5 201
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 27 938 18 131 999 20 51 6 21 43 5 201
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 938 18 131 999 20 51 6 21 43 5 201
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 938 18 131 999 20 51 6 21 43 5 201
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 938 18 131 999 20 51 6 21 43 5 201
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.94 0.06 1.00 2.94 0.06 0.89 0.11 1.00 0.17 0.02 0.81 Final Sat.: 1750 5494 105 1750 5490 110 1611 189 1750 302 35 1413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.17 0.07 0.18 0.18 0.03 0.03 0.01 0.14 0.14 0.14 Crit Moves: **** **** ****
Green Time: 16.6 44.5 44.5 19.5 47.4 47.4 37.1 37.1 37.1 37.1 37.1 37.1 Volume/Cap: 0.10 0.42 0.42 0.42 0.42 0.42 0.09 0.09 0.04 0.42 0.42 0.42 Delay/Veh: 40.5 23.7 23.7 41.2 21.9 21.9 25.0 25.0 24.5 28.7 28.7 28.7 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: 40.5 23.7 23.7 41.2 21.9 21.9 25.0 25.0 24.5 28.7 28.7 28.7 LOS by Move: D C C D C C C C C C C C
HCM2kAvgQ: 1 8 8 5 8 8 1 1 1 7 7 7
Note: Queue reported is the number of cars per lane.

Page 657 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-42
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 38 1189 217***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
34 0
Cycle Time (sec): 110
0 164
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.476 1! 3***
0 Avg Crit Del (sec/veh): 28.4 0
20 1 Avg Delay (sec/veh): 24.1 0 62
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 57 972*** 50
Signal=Protect/Rights=Include
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: 27 Apr 2022 << 4:30 - 5:30 PM Base Vol: 57 972 50 217 1189 38 34 6 20 62 3 164
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 972 50 217 1189 38 34 6 20 62 3 164
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 57 972 50 217 1189 38 34 6 20 62 3 164
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 972 50 217 1189 38 34 6 20 62 3 164
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 972 50 217 1189 38 34 6 20 62 3 164
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 972 50 217 1189 38 34 6 20 62 3 164
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.85 0.15 1.00 2.90 0.10 0.85 0.15 1.00 0.27 0.01 0.72 Final Sat.: 1750 5326 274 1750 5426 173 1530 270 1750 474 23 1253 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.18 0.18 0.12 0.22 0.22 0.02 0.02 0.01 0.13 0.13 0.13 Crit Moves: **** **** ****
Green Time: 15.9 42.1 42.1 28.6 54.9 54.9 30.2 30.2 30.2 30.2 30.2 30.2 Volume/Cap: 0.22 0.48 0.48 0.48 0.44 0.44 0.08 0.08 0.04 0.48 0.48 0.48 Delay/Veh: 42.0 25.8 25.8 35.1 17.8 17.8 29.7 29.7 29.3 34.0 34.0 34.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.0 25.8 25.8 35.1 17.8 17.8 29.7 29.7 29.3 34.0 34.0 34.0 LOS by Move: D C C D B B C C C C C C
HCM2kAvgQ: 2 9 9 7 9 9 1 1 1 7 7 7
Note: Queue reported is the number of cars per lane.

Page 658 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-43
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 20 1028 136***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
51 0
Cycle Time (sec): 110
0 203
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.429 1! 5***
0 Avg Crit Del (sec/veh): 26.5 0
21 1 Avg Delay (sec/veh): 24.6 0 43
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 27 949*** 18
Signal=Protect/Rights=Include
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:

Base Vol: 27 949 18 136 1028 20 51 6 21 43 5 203
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 949 18 136 1028 20 51 6 21 43 5 203
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 27 949 18 136 1028 20 51 6 21 43 5 203
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 949 18 136 1028 20 51 6 21 43 5 203
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 949 18 136 1028 20 51 6 21 43 5 203
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 949 18 136 1028 20 51 6 21 43 5 203
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.94 0.06 1.00 2.94 0.06 0.89 0.11 1.00 0.17 0.02 0.81 Final Sat.: 1750 5496 104 1750 5493 107 1611 189 1750 300 35 1415 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.17 0.08 0.19 0.19 0.03 0.03 0.01 0.14 0.14 0.14 Crit Moves: **** **** ****
Green Time: 16.3 44.3 44.3 19.9 47.9 47.9 36.8 36.8 36.8 36.8 36.8 36.8 Volume/Cap: 0.10 0.43 0.43 0.43 0.43 0.43 0.09 0.09 0.04 0.43 0.43 0.43 Delay/Veh: 40.7 23.9 23.9 40.9 21.7 21.7 25.2 25.2 24.7 29.0 29.0 29.0 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: 40.7 23.9 23.9 40.9 21.7 21.7 25.2 25.2 24.7 29.0 29.0 29.0 LOS by Move: D C C D C C C C C C C C
HCM2kAvgQ: 1 8 8 5 8 8 1 1 1 7 7 7
Note: Queue reported is the number of cars per lane.

Page 659 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-44
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 38 1211 221***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
34 0
Cycle Time (sec): 110
0 169
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.488 1! 3***
0 Avg Crit Del (sec/veh): 28.5 0
20 1 Avg Delay (sec/veh): 24.1 0 62
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 57 1001*** 50
Signal=Protect/Rights=Include
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:

Base Vol: 57 1001 50 221 1211 38 34 6 20 62 3 169
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1001 50 221 1211 38 34 6 20 62 3 169
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 57 1001 50 221 1211 38 34 6 20 62 3 169
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 1001 50 221 1211 38 34 6 20 62 3 169
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 1001 50 221 1211 38 34 6 20 62 3 169
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 1001 50 221 1211 38 34 6 20 62 3 169
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.85 0.15 1.00 2.91 0.09 0.85 0.15 1.00 0.26 0.01 0.73 Final Sat.: 1750 5333 266 1750 5429 170 1530 270 1750 464 22 1264 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.19 0.19 0.13 0.22 0.22 0.02 0.02 0.01 0.13 0.13 0.13 Crit Moves: **** **** ****
Green Time: 15.7 42.3 42.3 28.5 55.1 55.1 30.2 30.2 30.2 30.2 30.2 30.2 Volume/Cap: 0.23 0.49 0.49 0.49 0.45 0.45 0.08 0.08 0.04 0.49 0.49 0.49 Delay/Veh: 42.2 25.8 25.8 35.4 17.7 17.7 29.7 29.7 29.3 34.2 34.2 34.2 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: 42.2 25.8 25.8 35.4 17.7 17.7 29.7 29.7 29.3 34.2 34.2 34.2 LOS by Move: D C C D B B C C C C C C
HCM2kAvgQ: 2 9 9 7 9 9 1 1 1 7 7 7
Note: Queue reported is the number of cars per lane.

Page 660 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-45
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 904*** 83
Lanes: 0 0 3 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 110
1 4
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.197 1! 0
0 Avg Crit Del (sec/veh): 6.4 0
0 0 Avg Delay (sec/veh): 9.5 0 10***
LOS: A
Lanes: 1 0 2 1 0
Base+Add Vol: 28*** 950 27
Signal=Protect/Rights=Include
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 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: 27 Apr 2022 << 7:45 - 8:45 AM Base Vol: 28 950 27 83 904 0 0 0 0 10 0 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 950 27 83 904 0 0 0 0 10 0 4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 28 950 27 83 904 0 0 0 0 10 0 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 950 27 83 904 0 0 0 0 10 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 950 27 83 904 0 0 0 0 10 0 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 950 27 83 904 0 0 0 0 10 0 4
------------|---------------||---------------||---------------||---------------| 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 0.92 1.00 0.92 0.95 0.95 0.92 Lanes: 1.00 2.91 0.09 1.00 3.00 0.00 0.00 0.00 0.00 0.83 0.00 1.17 Final Sat.: 1750 5445 155 1750 5700 0 0 0 0 1493 0 2049 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.17 0.05 0.16 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** ****
Green Time: 10.0 66.7 66.7 24.3 81.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 Volume/Cap: 0.18 0.29 0.29 0.21 0.22 0.00 0.00 0.00 0.00 0.07 0.00 0.02 Delay/Veh: 46.7 10.4 10.4 35.3 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 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: 46.7 10.4 10.4 35.3 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 LOS by Move: D B B D A A A A A D A D
HCM2kAvgQ: 1 5 5 3 3 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

Page 661 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-46
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 1044 159***
Lanes: 0 0 3 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 110
1 23
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.365 1! 0
0 Avg Crit Del (sec/veh): 21.7 0
0 0 Avg Delay (sec/veh): 18.4 0 104***
LOS: B
Lanes: 1 0 2 1 0
Base+Add Vol: 34 923*** 83
Signal=Protect/Rights=Include
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: 27 Apr 2022 << 4:15 - 5:15 PM Base Vol: 34 923 83 159 1044 0 0 0 0 104 0 23
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 923 83 159 1044 0 0 0 0 104 0 23
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 34 923 83 159 1044 0 0 0 0 104 0 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 923 83 159 1044 0 0 0 0 104 0 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 923 83 159 1044 0 0 0 0 104 0 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 923 83 159 1044 0 0 0 0 104 0 23
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 Lanes: 1.00 2.74 0.26 1.00 3.00 0.00 0.00 0.00 0.00 0.90 0.00 1.10 Final Sat.: 1750 5137 462 1750 5700 0 0 0 0 1616 0 1929 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.18 0.18 0.09 0.18 0.00 0.00 0.00 0.00 0.06 0.00 0.01 Crit Moves: **** **** ****
Green Time: 21.0 54.2 54.2 27.4 60.6 0.0 0.0 0.0 0.0 19.4 0.0 19.4 Volume/Cap: 0.10 0.36 0.36 0.36 0.33 0.00 0.00 0.00 0.00 0.36 0.00 0.07 Delay/Veh: 36.8 17.3 17.3 34.6 13.7 0.0 0.0 0.0 0.0 40.5 0.0 37.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.8 17.3 17.3 34.6 13.7 0.0 0.0 0.0 0.0 40.5 0.0 37.8 LOS by Move: D B B C B A A A A D A D
HCM2kAvgQ: 1 7 7 5 6 0 0 0 0 4 0 1
Note: Queue reported is the number of cars per lane.

Page 662 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-47
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 933*** 83
Lanes: 0 0 3 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 110
1 4
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.203 1! 0
0 Avg Crit Del (sec/veh): 6.4 0
0 0 Avg Delay (sec/veh): 9.5 0 10***
LOS: A
Lanes: 1 0 2 1 0
Base+Add Vol: 28*** 961 27
Signal=Protect/Rights=Include
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 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:

Base Vol: 28 961 27 83 933 0 0 0 0 10 0 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 961 27 83 933 0 0 0 0 10 0 4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 28 961 27 83 933 0 0 0 0 10 0 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 961 27 83 933 0 0 0 0 10 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 961 27 83 933 0 0 0 0 10 0 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 961 27 83 933 0 0 0 0 10 0 4
------------|---------------||---------------||---------------||---------------| 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 0.92 1.00 0.92 0.95 0.95 0.92 Lanes: 1.00 2.91 0.09 1.00 3.00 0.00 0.00 0.00 0.00 0.83 0.00 1.17 Final Sat.: 1750 5447 153 1750 5700 0 0 0 0 1493 0 2049 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.18 0.18 0.05 0.16 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** ****
Green Time: 10.0 66.9 66.9 24.1 81.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 Volume/Cap: 0.18 0.29 0.29 0.22 0.22 0.00 0.00 0.00 0.00 0.07 0.00 0.02 Delay/Veh: 46.7 10.3 10.3 35.5 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 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: 46.7 10.3 10.3 35.5 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 LOS by Move: D B B D A A A A A D A D
HCM2kAvgQ: 1 5 5 3 3 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

Page 663 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-48
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 1066 159***
Lanes: 0 0 3 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 110
1 23
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.370 1! 0
0 Avg Crit Del (sec/veh): 21.5 0
0 0 Avg Delay (sec/veh): 18.1 0 104***
LOS: B
Lanes: 1 0 2 1 0
Base+Add Vol: 34 952*** 83
Signal=Protect/Rights=Include
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:

Base Vol: 34 952 83 159 1066 0 0 0 0 104 0 23
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 952 83 159 1066 0 0 0 0 104 0 23
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 34 952 83 159 1066 0 0 0 0 104 0 23
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 952 83 159 1066 0 0 0 0 104 0 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 952 83 159 1066 0 0 0 0 104 0 23
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 952 83 159 1066 0 0 0 0 104 0 23
------------|---------------||---------------||---------------||---------------| 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 0.95 0.95 0.92 Lanes: 1.00 2.75 0.25 1.00 3.00 0.00 0.00 0.00 0.00 0.90 0.00 1.10 Final Sat.: 1750 5150 449 1750 5700 0 0 0 0 1616 0 1929 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.18 0.18 0.09 0.19 0.00 0.00 0.00 0.00 0.06 0.00 0.01 Crit Moves: **** **** ****
Green Time: 20.8 54.9 54.9 27.0 61.1 0.0 0.0 0.0 0.0 19.1 0.0 19.1 Volume/Cap: 0.10 0.37 0.37 0.37 0.34 0.00 0.00 0.00 0.00 0.37 0.00 0.07 Delay/Veh: 37.0 17.0 17.0 35.0 13.4 0.0 0.0 0.0 0.0 40.8 0.0 38.0 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: 37.0 17.0 17.0 35.0 13.4 0.0 0.0 0.0 0.0 40.8 0.0 38.0 LOS by Move: D B B C B A A A A D A D
HCM2kAvgQ: 1 7 7 5 6 0 0 0 0 4 0 1
Note: Queue reported is the number of cars per lane.

Page 664 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-49
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 11 727 155***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
19 0
Cycle Time (sec): 110
1 279***
0 Loss Time (sec): 9
0 9 1! Critical V/C: 0.410 0 7
0 Avg Crit Del (sec/veh): 29.7 1
24 0 Avg Delay (sec/veh): 28.0 0 173
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 43 734*** 111
Signal=Protect/Rights=Ignore
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: 27 Apr 2022 << 7:45 - 8:45 AM Base Vol: 43 734 111 155 727 11 19 9 24 173 7 279
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 734 111 155 727 11 19 9 24 173 7 279
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 734 111 155 727 11 19 9 24 173 7 279
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 734 0 155 727 11 19 9 24 173 7 279
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 734 0 155 727 11 19 9 24 173 7 279
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 734 0 155 727 11 19 9 24 173 7 279
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.95 0.05 0.37 0.17 0.46 0.96 0.04 1.00 Final Sat.: 1750 5700 1750 1750 5516 83 639 303 808 1730 70 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.13 0.00 0.09 0.13 0.13 0.03 0.03 0.03 0.10 0.10 0.16 Crit Moves: **** **** ****
Green Time: 19.0 34.5 0.0 23.7 39.3 39.3 42.7 42.7 42.7 42.7 42.7 42.7 Volume/Cap: 0.14 0.41 0.00 0.41 0.37 0.37 0.08 0.08 0.08 0.26 0.26 0.41 Delay/Veh: 38.8 29.9 0.0 37.8 26.3 26.3 21.2 21.2 21.2 23.0 23.0 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: 38.8 29.9 0.0 37.8 26.3 26.3 21.2 21.2 21.2 23.0 23.0 24.9 LOS by Move: D C A D C C C C C C C C
HCM2kAvgQ: 1 7 0 5 6 6 1 1 1 4 4 7
Note: Queue reported is the number of cars per lane.

Page 665 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-50
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 29 898 345***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
38 0
Cycle Time (sec): 120
1 179***
0 Loss Time (sec): 9
0 19 1! Critical V/C: 0.459 0 9
0 Avg Crit Del (sec/veh): 33.9 1
19 0 Avg Delay (sec/veh): 28.1 0 161
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 40 711*** 246
Signal=Protect/Rights=Ignore
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: 27 Apr 2022 << 4:30 - 5:30 PM Base Vol: 40 711 246 345 898 29 38 19 19 161 9 179
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 711 246 345 898 29 38 19 19 161 9 179
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 40 711 246 345 898 29 38 19 19 161 9 179
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 711 0 345 898 29 38 19 19 161 9 179
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 711 0 345 898 29 38 19 19 161 9 179
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 711 0 345 898 29 38 19 19 161 9 179
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.90 0.10 0.50 0.25 0.25 0.95 0.05 1.00 Final Sat.: 1750 5700 1750 1750 5425 175 875 438 438 1705 95 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.12 0.00 0.20 0.17 0.17 0.04 0.04 0.04 0.09 0.09 0.10 Crit Moves: **** **** ****
Green Time: 21.9 32.6 0.0 51.6 62.3 62.3 26.8 26.8 26.8 26.8 26.8 26.8 Volume/Cap: 0.12 0.46 0.00 0.46 0.32 0.32 0.19 0.19 0.19 0.42 0.42 0.46 Delay/Veh: 41.2 36.5 0.0 24.7 16.7 16.7 38.1 38.1 38.1 40.7 40.7 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: 41.2 36.5 0.0 24.7 16.7 16.7 38.1 38.1 38.1 40.7 40.7 41.2 LOS by Move: D D A C B B D D D D D D
HCM2kAvgQ: 1 7 0 10 7 7 2 2 2 6 6 6
Note: Queue reported is the number of cars per lane.

Page 666 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-51
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 11 748 163***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
19 0
Cycle Time (sec): 110
1 282***
0 Loss Time (sec): 9
0 9 1! Critical V/C: 0.419 0 7
0 Avg Crit Del (sec/veh): 30.0 1
24 0 Avg Delay (sec/veh): 28.0 0 173
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 43 742*** 111
Signal=Protect/Rights=Ignore
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:

Base Vol: 43 742 111 163 748 11 19 9 24 173 7 282
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 742 111 163 748 11 19 9 24 173 7 282
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 742 111 163 748 11 19 9 24 173 7 282
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 742 0 163 748 11 19 9 24 173 7 282
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 742 0 163 748 11 19 9 24 173 7 282
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 742 0 163 748 11 19 9 24 173 7 282
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.95 0.05 0.37 0.17 0.46 0.96 0.04 1.00 Final Sat.: 1750 5700 1750 1750 5519 81 639 303 808 1730 70 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.13 0.00 0.09 0.14 0.14 0.03 0.03 0.03 0.10 0.10 0.16 Crit Moves: **** **** ****
Green Time: 18.7 34.2 0.0 24.5 39.9 39.9 42.3 42.3 42.3 42.3 42.3 42.3 Volume/Cap: 0.14 0.42 0.00 0.42 0.37 0.37 0.08 0.08 0.08 0.26 0.26 0.42 Delay/Veh: 39.0 30.2 0.0 37.4 25.9 25.9 21.5 21.5 21.5 23.3 23.3 25.2 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: 39.0 30.2 0.0 37.4 25.9 25.9 21.5 21.5 21.5 23.3 23.3 25.2 LOS by Move: D C A D C C C C C C C C
HCM2kAvgQ: 1 7 0 5 6 6 1 1 1 4 4 8
Note: Queue reported is the number of cars per lane.

Page 667 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-52
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 29 914 351***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
38 0
Cycle Time (sec): 120
1 187
0 Loss Time (sec): 9
0 19 1! Critical V/C: 0.481 0 9***
0 Avg Crit Del (sec/veh): 34.3 1
19 0 Avg Delay (sec/veh): 28.6 0 161
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 40 732*** 246
Signal=Protect/Rights=Ignore
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:

Base Vol: 40 732 246 351 914 29 38 19 19 161 9 187
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: 40 732 246 351 914 29 38 19 19 161 9 187
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 16 -16 0 0 0 0 22 0 0
Initial Fut: 40 732 246 367 898 29 38 19 19 183 9 187
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 732 0 367 898 29 38 19 19 183 9 187
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 732 0 367 898 29 38 19 19 183 9 187
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 732 0 367 898 29 38 19 19 183 9 187
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.90 0.10 0.50 0.25 0.25 0.95 0.05 1.00 Final Sat.: 1750 5700 1750 1750 5425 175 875 438 438 1716 84 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.13 0.00 0.21 0.17 0.17 0.04 0.04 0.04 0.11 0.11 0.11 Crit Moves: **** **** ****
Green Time: 22.0 32.0 0.0 52.3 62.4 62.4 26.6 26.6 26.6 26.6 26.6 26.6 Volume/Cap: 0.12 0.48 0.00 0.48 0.32 0.32 0.20 0.20 0.20 0.48 0.48 0.48 Delay/Veh: 41.1 37.2 0.0 24.6 16.6 16.6 38.2 38.2 38.2 41.6 41.6 41.6 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: 41.1 37.2 0.0 24.6 16.6 16.6 38.2 38.2 38.2 41.6 41.6 41.6 LOS by Move: D D A C B B D D D D D D
HCM2kAvgQ: 1 8 0 10 6 6 2 2 2 7 7 7
Note: Queue reported is the number of cars per lane.

Page 668 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-53
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 200 433 205***
Lanes: 1 0 2 0 2
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
205*** 2
Cycle Time (sec): 126
0 256
0 Loss Time (sec): 12
1 143 1 Critical V/C: 0.458 1 388***
1 Avg Crit Del (sec/veh): 38.7 0
42 0 Avg Delay (sec/veh): 39.5 2 250
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 167 419*** 147
Signal=Protect/Rights=Include
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: 27 Apr 2022 << 7:45 - 8:45 AM Base Vol: 167 419 147 205 433 200 205 143 42 250 388 256 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: 167 419 147 205 433 200 205 143 42 250 388 256 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: 167 419 147 205 433 200 205 143 42 250 388 256 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: 167 419 147 205 433 200 205 143 42 250 388 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 167 419 147 205 433 200 205 143 42 250 388 256 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: 167 419 147 205 433 200 205 143 42 250 388 256 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 0.99 0.95 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 1.53 0.47 2.00 1.18 0.82 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 2859 840 3150 2228 1470 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.11 0.08 0.07 0.11 0.11 0.07 0.05 0.05 0.08 0.17 0.17 Crit Moves: **** **** **** ****
Green Time: 15.8 30.3 30.3 17.9 32.4 32.4 17.9 32.9 32.9 32.9 47.9 47.9 Volume/Cap: 0.42 0.46 0.35 0.46 0.44 0.44 0.46 0.19 0.19 0.30 0.46 0.46 Delay/Veh: 51.7 41.2 40.2 50.3 39.5 39.9 50.3 36.3 36.3 37.6 29.6 29.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.7 41.2 40.2 50.3 39.5 39.9 50.3 36.3 36.3 37.6 29.6 29.6 LOS by Move: D D D D D D D D D D C C
HCM2kAvgQ: 4 7 5 5 7 7 5 3 3 5 10 10
Note: Queue reported is the number of cars per lane.

Page 669 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-54
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 222 459 288***
Lanes: 1 0 2 0 2
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 4/27/2022 Rights=Include Lanes: Base+Add Vol:
280*** 2
Cycle Time (sec): 126
0 183
0 Loss Time (sec): 12
1 306 1 Critical V/C: 0.496 1 226***
1 Avg Crit Del (sec/veh): 43.3 0
38 0 Avg Delay (sec/veh): 39.2 2 214
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 139 465 277***
Signal=Protect/Rights=Include
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: 27 Apr 2022 << 4:15 - 5:15 PM Base Vol: 139 465 277 288 459 222 280 306 38 214 226 183 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 139 465 277 288 459 222 280 306 38 214 226 183 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 139 465 277 288 459 222 280 306 38 214 226 183 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 465 277 288 459 222 280 306 38 214 226 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 139 465 277 288 459 222 280 306 38 214 226 183 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 139 465 277 288 459 222 280 306 38 214 226 183 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 0.99 0.95 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 1.77 0.23 2.00 1.08 0.92 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 3291 409 3150 2043 1655 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.16 0.09 0.12 0.13 0.09 0.09 0.09 0.07 0.11 0.11 Crit Moves: **** **** **** ****
Green Time: 19.3 40.2 40.2 23.2 44.1 44.1 22.6 29.3 29.3 21.4 28.1 28.1 Volume/Cap: 0.29 0.38 0.50 0.50 0.35 0.36 0.50 0.40 0.40 0.40 0.50 0.50 Delay/Veh: 47.6 33.5 35.4 46.8 30.5 30.9 47.3 41.3 41.3 47.1 43.3 43.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.6 33.5 35.4 46.8 30.5 30.9 47.3 41.3 41.3 47.1 43.3 43.3 LOS by Move: D C D D C C D D D D D D
HCM2kAvgQ: 3 7 9 6 6 7 6 6 6 5 7 7
Note: Queue reported is the number of cars per lane.

Page 670 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-55
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 200 441 218***
Lanes: 1 0 2 0 2
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
205*** 2
Cycle Time (sec): 126
0 261
0 Loss Time (sec): 12
1 143 1 Critical V/C: 0.465 1 388***
1 Avg Crit Del (sec/veh): 38.9 0
42 0 Avg Delay (sec/veh): 39.5 2 250
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 167 422*** 147
Signal=Protect/Rights=Include
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:

Base Vol: 167 422 147 218 441 200 205 143 42 250 388 261 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 422 147 218 441 200 205 143 42 250 388 261 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 167 422 147 218 441 200 205 143 42 250 388 261 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 422 147 218 441 200 205 143 42 250 388 261 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 167 422 147 218 441 200 205 143 42 250 388 261 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 167 422 147 218 441 200 205 143 42 250 388 261 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 0.99 0.95 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 1.53 0.47 2.00 1.17 0.83 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 2859 840 3150 2211 1487 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.11 0.08 0.07 0.12 0.11 0.07 0.05 0.05 0.08 0.18 0.18 Crit Moves: **** **** **** ****
Green Time: 15.8 30.1 30.1 18.7 33.0 33.0 17.6 32.6 32.6 32.6 47.5 47.5 Volume/Cap: 0.42 0.47 0.35 0.47 0.44 0.44 0.47 0.19 0.19 0.31 0.47 0.47 Delay/Veh: 51.6 41.4 40.4 49.8 39.1 39.4 50.6 36.6 36.6 37.8 29.9 29.9 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: 51.6 41.4 40.4 49.8 39.1 39.4 50.6 36.6 36.6 37.8 29.9 29.9 LOS by Move: D D D D D D D D D D C C
HCM2kAvgQ: 4 7 5 5 7 7 5 3 3 5 10 10
Note: Queue reported is the number of cars per lane.

Page 671 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-56
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 222 465 298***
Lanes: 1 0 2 0 2
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
280*** 2
Cycle Time (sec): 126
0 196
0 Loss Time (sec): 12
1 306 1 Critical V/C: 0.504 1 226***
1 Avg Crit Del (sec/veh): 43.3 0
38 0 Avg Delay (sec/veh): 39.4 2 214
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 139 473 277***
Signal=Protect/Rights=Include
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:

Base Vol: 139 473 277 298 465 222 280 306 38 214 226 196 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 139 473 277 298 465 222 280 306 38 214 226 196 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 139 473 277 298 465 222 280 306 38 214 226 196 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 473 277 298 465 222 280 306 38 214 226 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 139 473 277 298 465 222 280 306 38 214 226 196 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 139 473 277 298 465 222 280 306 38 214 226 196 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 1.00 0.95 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 1.77 0.23 2.00 1.05 0.95 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 3291 409 3150 1980 1717 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.12 0.16 0.09 0.12 0.13 0.09 0.09 0.09 0.07 0.11 0.11 Crit Moves: **** **** **** ****
Green Time: 19.3 39.6 39.6 23.7 44.0 44.0 22.2 29.3 29.3 21.4 28.5 28.5 Volume/Cap: 0.29 0.40 0.50 0.50 0.35 0.36 0.50 0.40 0.40 0.40 0.50 0.50 Delay/Veh: 47.6 34.1 36.0 46.6 30.6 30.9 47.6 41.2 41.2 47.0 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: 47.6 34.1 36.0 46.6 30.6 30.9 47.6 41.2 41.2 47.0 43.0 43.0 LOS by Move: D C D D C C D D D D D D
HCM2kAvgQ: 3 7 10 7 7 7 6 6 6 5 8 8
Note: Queue reported is the number of cars per lane.

Page 672 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-57
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 26 528 0***
Lanes: 0 1 1 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/5/2024 Rights=Include Lanes: Base+Add Vol:
51*** 0
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 9
0 0 1! Critical V/C: 0.524 0 0
0 Avg Crit Del (sec/veh): 9.0 0
131 0 Avg Delay (sec/veh): 11.4 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 124 1371*** 0
Signal=Protect/Rights=Include
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: 5 Mar 2024 << 8:00 - 9:00 AM Base Vol: 124 1371 0 0 528 26 51 0 131 0 0 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: 124 1371 0 0 528 26 51 0 131 0 0 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: 124 1371 0 0 528 26 51 0 131 0 0 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: 124 1371 0 0 528 26 51 0 131 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 124 1371 0 0 528 26 51 0 131 0 0 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: 124 1371 0 0 528 26 51 0 131 0 0 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 0.92 0.97 0.95 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 0.00 1.90 0.10 0.28 0.00 0.72 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3526 174 490 0 1260 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.36 0.00 0.00 0.15 0.15 0.10 0.00 0.10 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 20.3 55.1 0.0 0.0 34.8 34.8 15.9 0.0 15.9 0.0 0.0 0.0 Volume/Cap: 0.28 0.52 0.00 0.00 0.34 0.34 0.52 0.00 0.52 0.00 0.00 0.00 Delay/Veh: 24.3 6.3 0.0 0.0 15.2 15.2 30.1 0.0 30.1 0.0 0.0 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: 24.3 6.3 0.0 0.0 15.2 15.2 30.1 0.0 30.1 0.0 0.0 0.0 LOS by Move: C A A A B B C A C A A A
HCM2kAvgQ: 3 8 0 0 5 5 5 0 5 0 0 0
Note: Queue reported is the number of cars per lane.

Page 673 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-58
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 61 807*** 0
Lanes: 0 1 1 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/5/2024 Rights=Include Lanes: Base+Add Vol:
38*** 0
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 9
0 0 1! Critical V/C: 0.530 0 0
0 Avg Crit Del (sec/veh): 20.5 0
190 0 Avg Delay (sec/veh): 15.1 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 185*** 797 0
Signal=Protect/Rights=Include
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: 5 Mar 2024 << 4:45 - 5:45 PM Base Vol: 185 797 0 0 807 61 38 0 190 0 0 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: 185 797 0 0 807 61 38 0 190 0 0 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: 185 797 0 0 807 61 38 0 190 0 0 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: 185 797 0 0 807 61 38 0 190 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 185 797 0 0 807 61 38 0 190 0 0 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: 185 797 0 0 807 61 38 0 190 0 0 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 0.92 0.98 0.95 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 0.00 1.86 0.14 0.17 0.00 0.83 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3440 260 292 0 1458 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.21 0.00 0.00 0.23 0.23 0.13 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 15.9 51.3 0.0 0.0 35.4 35.4 19.7 0.0 19.7 0.0 0.0 0.0 Volume/Cap: 0.53 0.33 0.00 0.00 0.53 0.53 0.53 0.00 0.53 0.00 0.00 0.00 Delay/Veh: 30.2 6.6 0.0 0.0 16.6 16.6 27.4 0.0 27.4 0.0 0.0 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: 30.2 6.6 0.0 0.0 16.6 16.6 27.4 0.0 27.4 0.0 0.0 0.0 LOS by Move: C A A A B B C A C A A A
HCM2kAvgQ: 5 4 0 0 8 8 6 0 6 0 0 0
Note: Queue reported is the number of cars per lane.

Page 674 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-59
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 26 536 0***
Lanes: 0 1 1 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
51*** 0
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 9
0 0 1! Critical V/C: 0.529 0 0
0 Avg Crit Del (sec/veh): 9.1 0
132 0 Avg Delay (sec/veh): 11.4 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 127 1388*** 0
Signal=Protect/Rights=Include
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:

Base Vol: 127 1388 0 0 536 26 51 0 132 0 0 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: 127 1388 0 0 536 26 51 0 132 0 0 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: 127 1388 0 0 536 26 51 0 132 0 0 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: 127 1388 0 0 536 26 51 0 132 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 1388 0 0 536 26 51 0 132 0 0 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: 127 1388 0 0 536 26 51 0 132 0 0 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 0.92 0.97 0.95 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 0.00 1.90 0.10 0.28 0.00 0.72 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3529 171 488 0 1262 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.37 0.00 0.00 0.15 0.15 0.10 0.00 0.10 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 20.2 55.2 0.0 0.0 35.0 35.0 15.8 0.0 15.8 0.0 0.0 0.0 Volume/Cap: 0.29 0.53 0.00 0.00 0.35 0.35 0.53 0.00 0.53 0.00 0.00 0.00 Delay/Veh: 24.5 6.3 0.0 0.0 15.0 15.0 30.3 0.0 30.3 0.0 0.0 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: 24.5 6.3 0.0 0.0 15.0 15.0 30.3 0.0 30.3 0.0 0.0 0.0 LOS by Move: C A A A B B C A C A A A
HCM2kAvgQ: 3 9 0 0 5 5 5 0 5 0 0 0
Note: Queue reported is the number of cars per lane.

Page 675 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-60
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 61 825*** 0
Lanes: 0 1 1 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
38*** 0
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 9
0 0 1! Critical V/C: 0.539 0 0
0 Avg Crit Del (sec/veh): 20.5 0
193 0 Avg Delay (sec/veh): 15.2 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 187*** 810 0
Signal=Protect/Rights=Include
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:

Base Vol: 187 810 0 0 825 61 38 0 193 0 0 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: 187 810 0 0 825 61 38 0 193 0 0 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: 187 810 0 0 825 61 38 0 193 0 0 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: 187 810 0 0 825 61 38 0 193 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 187 810 0 0 825 61 38 0 193 0 0 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: 187 810 0 0 825 61 38 0 193 0 0 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 0.92 0.98 0.95 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 0.00 1.86 0.14 0.16 0.00 0.84 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3445 255 288 0 1462 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.21 0.00 0.00 0.24 0.24 0.13 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 15.9 51.4 0.0 0.0 35.5 35.5 19.6 0.0 19.6 0.0 0.0 0.0 Volume/Cap: 0.54 0.33 0.00 0.00 0.54 0.54 0.54 0.00 0.54 0.00 0.00 0.00 Delay/Veh: 30.5 6.6 0.0 0.0 16.6 16.6 27.7 0.0 27.7 0.0 0.0 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: 30.5 6.6 0.0 0.0 16.6 16.6 27.7 0.0 27.7 0.0 0.0 0.0 LOS by Move: C A A A B B C A C A A A
HCM2kAvgQ: 5 5 0 0 9 9 6 0 6 0 0 0
Note: Queue reported is the number of cars per lane.

Page 676 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-61
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 65 492 37***
Lanes: 0 1 1 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/5/2024 Rights=Include Lanes: Base+Add Vol:
32*** 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 12
0 1 1! Critical V/C: 0.421 1! 1***
0 Avg Crit Del (sec/veh): 14.3 0
38 0 Avg Delay (sec/veh): 15.4 1 16
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 77 1153*** 78
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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: 5 Mar 2024 << 8:00 - 9:00 AM Base Vol: 77 1153 78 37 492 65 32 1 38 16 1 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: 77 1153 78 37 492 65 32 1 38 16 1 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: 77 1153 78 37 492 65 32 1 38 16 1 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: 77 1153 78 37 492 65 32 1 38 16 1 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1153 78 37 492 65 32 1 38 16 1 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: 77 1153 78 37 492 65 32 1 38 16 1 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 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 2.00 1.00 1.00 1.76 0.24 0.45 0.01 0.54 1.89 0.11 0.00 Final Sat.: 1750 3800 1750 1750 3268 432 789 25 937 3306 194 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.30 0.04 0.02 0.15 0.15 0.04 0.04 0.04 0.00 0.01 0.00 Crit Moves: **** **** **** ****
Green Time: 21.6 61.0 71.0 7.0 46.4 46.4 10.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.20 0.50 0.06 0.30 0.32 0.32 0.41 0.41 0.41 0.05 0.05 0.00 Delay/Veh: 32.4 11.1 4.4 45.6 17.0 17.0 43.7 43.7 43.7 40.8 40.8 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: 32.4 11.1 4.4 45.6 17.0 17.0 43.7 43.7 43.7 40.8 40.8 0.0 LOS by Move: C B A D B B D D D D D A
HCM2kAvgQ: 2 10 1 1 5 5 3 3 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 677 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-62
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 74 748*** 8
Lanes: 0 1 1 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/5/2024 Rights=Include Lanes: Base+Add Vol:
51*** 0
Cycle Time (sec): 100
0 4
0 Loss Time (sec): 12
0 0 1! Critical V/C: 0.416 1! 1***
0 Avg Crit Del (sec/veh): 22.8 0
54 0 Avg Delay (sec/veh): 20.3 1 31
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 127*** 800 10
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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: 5 Mar 2024 << 4:30 - 5:30 PM Base Vol: 127 800 10 8 748 74 51 0 54 31 1 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 800 10 8 748 74 51 0 54 31 1 4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 127 800 10 8 748 74 51 0 54 31 1 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 800 10 8 748 74 51 0 54 31 1 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 800 10 8 748 74 51 0 54 31 1 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 800 10 8 748 74 51 0 54 31 1 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 2.00 1.00 1.00 1.81 0.19 0.49 0.00 0.51 1.76 0.05 0.19 Final Sat.: 1750 3800 1750 1750 3367 333 850 0 900 3073 85 341 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.01 0.00 0.22 0.22 0.06 0.00 0.06 0.01 0.01 0.01 Crit Moves: **** **** **** ****
Green Time: 16.0 48.6 58.6 16.2 48.9 48.9 13.2 0.0 13.2 10.0 10.0 10.0 Volume/Cap: 0.45 0.43 0.01 0.03 0.45 0.45 0.45 0.00 0.45 0.10 0.12 0.12 Delay/Veh: 39.3 16.9 8.6 35.3 17.0 17.0 41.5 0.0 41.5 41.0 41.2 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: 39.3 16.9 8.6 35.3 17.0 17.0 41.5 0.0 41.5 41.0 41.2 41.2 LOS by Move: D B A D B B D A D D D D
HCM2kAvgQ: 4 8 0 0 9 9 4 0 4 1 1 1
Note: Queue reported is the number of cars per lane.

Page 678 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-63
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 65 500 37***
Lanes: 0 1 1 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
32*** 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 12
0 1 1! Critical V/C: 0.426 1! 1***
0 Avg Crit Del (sec/veh): 14.3 0
38 0 Avg Delay (sec/veh): 15.4 1 16
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 77 1170*** 78
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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:

Base Vol: 77 1170 78 37 500 65 32 1 38 16 1 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: 77 1170 78 37 500 65 32 1 38 16 1 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: 77 1170 78 37 500 65 32 1 38 16 1 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: 77 1170 78 37 500 65 32 1 38 16 1 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1170 78 37 500 65 32 1 38 16 1 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: 77 1170 78 37 500 65 32 1 38 16 1 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 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 2.00 1.00 1.00 1.76 0.24 0.45 0.01 0.54 1.89 0.11 0.00 Final Sat.: 1750 3800 1750 1750 3274 426 789 25 937 3306 194 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.31 0.04 0.02 0.15 0.15 0.04 0.04 0.04 0.00 0.01 0.00 Crit Moves: **** **** **** ****
Green Time: 21.4 61.0 71.0 7.0 46.6 46.6 10.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.21 0.50 0.06 0.30 0.33 0.33 0.41 0.41 0.41 0.05 0.05 0.00 Delay/Veh: 32.6 11.2 4.4 45.6 16.9 16.9 43.7 43.7 43.7 40.8 40.8 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: 32.6 11.2 4.4 45.6 16.9 16.9 43.7 43.7 43.7 40.8 40.8 0.0 LOS by Move: C B A D B B D D D D D A
HCM2kAvgQ: 2 10 1 1 6 6 3 3 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 679 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-64
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 74 766*** 8
Lanes: 0 1 1 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
51*** 0
Cycle Time (sec): 100
0 4
0 Loss Time (sec): 12
0 0 1! Critical V/C: 0.422 1! 1***
0 Avg Crit Del (sec/veh): 22.6 0
54 0 Avg Delay (sec/veh): 20.1 1 31
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 127*** 813 10
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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:

Base Vol: 127 813 10 8 766 74 51 0 54 31 1 4
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 813 10 8 766 74 51 0 54 31 1 4
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 127 813 10 8 766 74 51 0 54 31 1 4
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 127 813 10 8 766 74 51 0 54 31 1 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 813 10 8 766 74 51 0 54 31 1 4
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 127 813 10 8 766 74 51 0 54 31 1 4
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 2.00 1.00 1.00 1.82 0.18 0.49 0.00 0.51 1.76 0.05 0.19 Final Sat.: 1750 3800 1750 1750 3374 326 850 0 900 3073 85 341 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.21 0.01 0.00 0.23 0.23 0.06 0.00 0.06 0.01 0.01 0.01 Crit Moves: **** **** **** ****
Green Time: 15.7 49.0 59.0 16.0 49.2 49.2 13.0 0.0 13.0 10.0 10.0 10.0 Volume/Cap: 0.46 0.44 0.01 0.03 0.46 0.46 0.46 0.00 0.46 0.10 0.12 0.12 Delay/Veh: 39.5 16.7 8.5 35.5 16.8 16.8 41.7 0.0 41.7 41.0 41.2 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: 39.5 16.7 8.5 35.5 16.8 16.8 41.7 0.0 41.7 41.0 41.2 41.2 LOS by Move: D B A D B B D A D D D D
HCM2kAvgQ: 4 8 0 0 9 9 4 0 4 1 1 1
Note: Queue reported is the number of cars per lane.

Page 680 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-65
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 537 0
Lanes: 0 0 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/5/2024 Rights=Include Lanes: Base+Add Vol:
293 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.551 0 0
0 Avg Crit Del (sec/veh): 14.0 0
362*** 1 Avg Delay (sec/veh): 13.7 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1152*** 0
Signal=Permit/Rights=Include
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 10 10 10 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 5 Mar 2024 << 8:00 - 9:00 AM Base Vol: 0 1152 0 0 537 0 293 0 362 0 0 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 1152 0 0 537 0 293 0 362 0 0 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 1152 0 0 537 0 293 0 362 0 0 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 1152 0 0 537 0 293 0 362 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1152 0 0 537 0 293 0 362 0 0 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 1152 0 0 537 0 293 0 362 0 0 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 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3800 0 0 3800 0 1750 0 1750 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.30 0.00 0.00 0.14 0.00 0.17 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 44.0 0.0 0.0 44.0 0.0 30.0 0.0 30.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.55 0.00 0.00 0.26 0.00 0.45 0.00 0.55 0.00 0.00 0.00 Delay/Veh: 0.0 12.0 0.0 0.0 9.5 0.0 19.2 0.0 20.7 0.0 0.0 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 12.0 0.0 0.0 9.5 0.0 19.2 0.0 20.7 0.0 0.0 0.0 LOS by Move: A B A A A A B A C A A A
HCM2kAvgQ: 0 9 0 0 3 0 6 0 8 0 0 0
Note: Queue reported is the number of cars per lane.

Page 681 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-66
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 709 0
Lanes: 0 0 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/19/2024 Rights=Include Lanes: Base+Add Vol:
188*** 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.397 0 0
0 Avg Crit Del (sec/veh): 9.4 0
152 1 Avg Delay (sec/veh): 9.3 0 0
LOS: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 988*** 0
Signal=Permit/Rights=Include
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 10 10 10 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 Mar 2024 << 4:45 - 5:45 PM Base Vol: 0 988 0 0 709 0 188 0 152 0 0 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: 0 988 0 0 709 0 188 0 152 0 0 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: 0 988 0 0 709 0 188 0 152 0 0 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: 0 988 0 0 709 0 188 0 152 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 988 0 0 709 0 188 0 152 0 0 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: 0 988 0 0 709 0 188 0 152 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.26 0.00 0.00 0.19 0.00 0.11 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 52.4 0.0 0.0 52.4 0.0 21.6 0.0 21.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.40 0.00 0.00 0.29 0.00 0.40 0.00 0.32 0.00 0.00 0.00 Delay/Veh: 0.0 6.6 0.0 0.0 5.9 0.0 24.4 0.0 23.7 0.0 0.0 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 6.6 0.0 0.0 5.9 0.0 24.4 0.0 23.7 0.0 0.0 0.0 LOS by Move: A A A A A A C A C A A A
HCM2kAvgQ: 0 6 0 0 4 0 4 0 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 682 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-67
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 545 0
Lanes: 0 0 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
293 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.556 0 0
0 Avg Crit Del (sec/veh): 14.0 0
362*** 1 Avg Delay (sec/veh): 13.6 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1169*** 0
Signal=Permit/Rights=Include
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 10 10 10 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1169 0 0 545 0 293 0 362 0 0 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 1169 0 0 545 0 293 0 362 0 0 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 1169 0 0 545 0 293 0 362 0 0 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 1169 0 0 545 0 293 0 362 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1169 0 0 545 0 293 0 362 0 0 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 1169 0 0 545 0 293 0 362 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.31 0.00 0.00 0.14 0.00 0.17 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 44.2 0.0 0.0 44.2 0.0 29.8 0.0 29.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.56 0.00 0.00 0.26 0.00 0.45 0.00 0.56 0.00 0.00 0.00 Delay/Veh: 0.0 11.9 0.0 0.0 9.4 0.0 19.5 0.0 21.0 0.0 0.0 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 11.9 0.0 0.0 9.4 0.0 19.5 0.0 21.0 0.0 0.0 0.0 LOS by Move: A B A A A A B A C A A A
HCM2kAvgQ: 0 10 0 0 4 0 6 0 8 0 0 0
Note: Queue reported is the number of cars per lane.

Page 683 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-68
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 727 0
Lanes: 0 0 2 0 0
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
188*** 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.401 0 0
0 Avg Crit Del (sec/veh): 9.4 0
152 1 Avg Delay (sec/veh): 9.2 0 0
LOS: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1001*** 0
Signal=Permit/Rights=Include
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 10 10 10 0 0 0
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1001 0 0 727 0 188 0 152 0 0 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 1001 0 0 727 0 188 0 152 0 0 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 1001 0 0 727 0 188 0 152 0 0 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 1001 0 0 727 0 188 0 152 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1001 0 0 727 0 188 0 152 0 0 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 1001 0 0 727 0 188 0 152 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.26 0.00 0.00 0.19 0.00 0.11 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 52.6 0.0 0.0 52.6 0.0 21.4 0.0 21.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.40 0.00 0.00 0.29 0.00 0.40 0.00 0.32 0.00 0.00 0.00 Delay/Veh: 0.0 6.5 0.0 0.0 5.9 0.0 24.6 0.0 23.9 0.0 0.0 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 6.5 0.0 0.0 5.9 0.0 24.6 0.0 23.9 0.0 0.0 0.0 LOS by Move: A A A A A A C A C A A A
HCM2kAvgQ: 0 6 0 0 4 0 4 0 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 684 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-69
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 298*** 499 6
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/19/2024 Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
0 15
0 Loss Time (sec): 9
1 0 0 Critical V/C: 0.462 0 15***
0 Avg Crit Del (sec/veh): 20.0 0
0 0 Avg Delay (sec/veh): 15.7 1 22
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 390*** 1040 17
Signal=Protect/Rights=Include
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 0 0 0 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: 19 Mar 2024 << 8:00 - 9:00 AM Base Vol: 390 1040 17 6 499 298 0 0 0 22 15 15
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1040 17 6 499 298 0 0 0 22 15 15
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 390 1040 17 6 499 298 0 0 0 22 15 15
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 390 1040 17 6 499 298 0 0 0 22 15 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 390 1040 17 6 499 298 0 0 0 22 15 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 390 1040 17 6 499 298 0 0 0 22 15 15
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 1.00 0.50 0.50 Final Sat.: 1750 3800 1750 1750 3800 1750 0 0 0 1750 900 900 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.22 0.27 0.01 0.00 0.13 0.17 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 34.6 46.2 46.2 14.8 26.4 26.4 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.52 0.47 0.02 0.02 0.40 0.52 0.00 0.00 0.00 0.10 0.13 0.13 Delay/Veh: 17.2 10.0 7.2 26.7 20.9 22.4 0.0 0.0 0.0 31.2 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: 17.2 10.0 7.2 26.7 20.9 22.4 0.0 0.0 0.0 31.2 31.4 31.4 LOS by Move: B A A C C C A A A C C C
HCM2kAvgQ: 8 8 0 0 5 7 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

Page 685 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-70
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 297 682*** 10
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/19/2024 Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
0 10
0 Loss Time (sec): 9
1 0 0 Critical V/C: 0.405 0 23***
0 Avg Crit Del (sec/veh): 18.8 0
0 0 Avg Delay (sec/veh): 15.5 1 21
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 283*** 853 33
Signal=Protect/Rights=Include
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 0 0 0 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: 19 Mar 2024 << 4:45 - 5:45 PM Base Vol: 283 853 33 10 682 297 0 0 0 21 23 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 853 33 10 682 297 0 0 0 21 23 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 283 853 33 10 682 297 0 0 0 21 23 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 283 853 33 10 682 297 0 0 0 21 23 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 283 853 33 10 682 297 0 0 0 21 23 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 283 853 33 10 682 297 0 0 0 21 23 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 1.00 0.70 0.30 Final Sat.: 1750 3800 1750 1750 3800 1750 0 0 0 1750 1255 545 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.22 0.02 0.01 0.18 0.17 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 28.9 43.9 43.9 17.1 32.1 32.1 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.45 0.41 0.03 0.03 0.45 0.42 0.00 0.00 0.00 0.10 0.15 0.15 Delay/Veh: 20.0 10.6 8.3 24.9 17.7 17.7 0.0 0.0 0.0 31.2 31.5 31.5 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: 20.0 10.6 8.3 24.9 17.7 17.7 0.0 0.0 0.0 31.2 31.5 31.5 LOS by Move: B B A C B B A A A C C C
HCM2kAvgQ: 6 6 0 0 6 6 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

Page 686 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-71
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 298*** 507 6
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
0 15
0 Loss Time (sec): 9
1 0 0 Critical V/C: 0.462 0 15***
0 Avg Crit Del (sec/veh): 20.0 0
0 0 Avg Delay (sec/veh): 15.7 1 22
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 390*** 1057 17
Signal=Protect/Rights=Include
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 0 0 0 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:

Base Vol: 390 1057 17 6 507 298 0 0 0 22 15 15
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1057 17 6 507 298 0 0 0 22 15 15
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 390 1057 17 6 507 298 0 0 0 22 15 15
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 390 1057 17 6 507 298 0 0 0 22 15 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 390 1057 17 6 507 298 0 0 0 22 15 15
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 390 1057 17 6 507 298 0 0 0 22 15 15
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.22 0.28 0.01 0.00 0.13 0.17 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 34.6 46.4 46.4 14.6 26.4 26.4 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.52 0.48 0.02 0.02 0.40 0.52 0.00 0.00 0.00 0.10 0.13 0.13 Delay/Veh: 17.2 9.9 7.1 26.9 20.9 22.4 0.0 0.0 0.0 31.2 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: 17.2 9.9 7.1 26.9 20.9 22.4 0.0 0.0 0.0 31.2 31.4 31.4 LOS by Move: B A A C C C A A A C C C
HCM2kAvgQ: 8 8 0 0 5 7 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

Page 687 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-72
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 297 700*** 10
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
0 10
0 Loss Time (sec): 9
1 0 0 Critical V/C: 0.410 0 23***
0 Avg Crit Del (sec/veh): 18.7 0
0 0 Avg Delay (sec/veh): 15.4 1 21
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 283*** 866 33
Signal=Protect/Rights=Include
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 0 0 0 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:

Base Vol: 283 866 33 10 700 297 0 0 0 21 23 10
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 283 866 33 10 700 297 0 0 0 21 23 10
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 283 866 33 10 700 297 0 0 0 21 23 10
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 283 866 33 10 700 297 0 0 0 21 23 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 283 866 33 10 700 297 0 0 0 21 23 10
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 283 866 33 10 700 297 0 0 0 21 23 10
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 1.00 0.70 0.30 Final Sat.: 1750 3800 1750 1750 3800 1750 0 0 0 1750 1255 545 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.23 0.02 0.01 0.18 0.17 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 28.5 44.1 44.1 16.9 32.5 32.5 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.45 0.41 0.03 0.03 0.45 0.42 0.00 0.00 0.00 0.10 0.15 0.15 Delay/Veh: 20.3 10.6 8.2 25.0 17.5 17.4 0.0 0.0 0.0 31.2 31.5 31.5 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: 20.3 10.6 8.2 25.0 17.5 17.4 0.0 0.0 0.0 31.2 31.5 31.5 LOS by Move: C B A C B B A A A C C C
HCM2kAvgQ: 6 6 0 0 6 6 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

Page 688 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-73
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 294*** 437 30
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/5/2024 Rights=Include Lanes: Base+Add Vol:
290 1
Cycle Time (sec): 110
0 17
1 Loss Time (sec): 15
0 33 0 Critical V/C: 0.577 1! 26
0 Avg Crit Del (sec/veh): 38.8 0
256*** 1 Avg Delay (sec/veh): 33.8 0 51***
LOS: C
Lanes: 2 0 2 0 1
Base+Add Vol: 411*** 495 164
Signal=Protect/Rights=Include
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: 5 Mar 2024 << 7:45 - 8:45 AM Base Vol: 411 495 164 30 437 294 290 33 256 51 26 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 411 495 164 30 437 294 290 33 256 51 26 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 411 495 164 30 437 294 290 33 256 51 26 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 411 495 164 30 437 294 290 33 256 51 26 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 411 495 164 30 437 294 290 33 256 51 26 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 411 495 164 30 437 294 290 33 256 51 26 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.80 0.20 1.00 0.54 0.28 0.18 Final Sat.: 3150 3800 1750 1750 3800 1750 3187 363 1750 949 484 316 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.09 0.02 0.12 0.17 0.09 0.09 0.15 0.05 0.05 0.05 Crit Moves: **** **** **** ****
Green Time: 24.9 38.2 38.2 18.7 32.0 32.0 27.9 27.9 27.9 10.2 10.2 10.2 Volume/Cap: 0.58 0.37 0.27 0.10 0.40 0.58 0.36 0.36 0.58 0.58 0.58 0.58 Delay/Veh: 39.1 27.1 26.1 38.7 31.5 34.9 34.0 34.0 37.8 52.9 52.9 52.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.1 27.1 26.1 38.7 31.5 34.9 34.0 34.0 37.8 52.9 52.9 52.9 LOS by Move: D C C D C C C C D D D D
HCM2kAvgQ: 8 6 4 1 6 10 5 5 9 4 4 4
Note: Queue reported is the number of cars per lane.

Page 689 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-74
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 150 517*** 34
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: 3/5/2024 Rights=Include Lanes: Base+Add Vol:
258 1
Cycle Time (sec): 110
0 36
1 Loss Time (sec): 15
0 16 0 Critical V/C: 0.609 1! 22***
0 Avg Crit Del (sec/veh): 40.3 0
342*** 1 Avg Delay (sec/veh): 37.3 0 108
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 315*** 479 47
Signal=Protect/Rights=Include
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: 5 Mar 2024 << 4:15 - 5:15 PM Base Vol: 315 479 47 34 517 150 258 16 342 108 22 36
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 315 479 47 34 517 150 258 16 342 108 22 36 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 315 479 47 34 517 150 258 16 342 108 22 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 315 479 47 34 517 150 258 16 342 108 22 36
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 315 479 47 34 517 150 258 16 342 108 22 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 315 479 47 34 517 150 258 16 342 108 22 36 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 1.88 0.12 1.00 0.65 0.13 0.22 Final Sat.: 3150 3800 1750 1750 3800 1750 3343 207 1750 1139 232 380 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.13 0.03 0.02 0.14 0.09 0.08 0.08 0.20 0.09 0.09 0.09 Crit Moves: **** **** **** ****
Green Time: 18.0 28.3 28.3 14.3 24.6 24.6 35.3 35.3 35.3 17.1 17.1 17.1 Volume/Cap: 0.61 0.49 0.10 0.15 0.61 0.38 0.24 0.24 0.61 0.61 0.61 0.61 Delay/Veh: 44.8 35.1 31.3 42.8 39.7 36.9 27.6 27.6 33.5 47.3 47.3 47.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.8 35.1 31.3 42.8 39.7 36.9 27.6 27.6 33.5 47.3 47.3 47.3 LOS by Move: D D C D D D C C C D D D
HCM2kAvgQ: 7 7 1 1 9 5 4 4 11 7 7 7
Note: Queue reported is the number of cars per lane.

Page 690 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-75
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 294*** 442 30
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
290 1
Cycle Time (sec): 110
0 17
1 Loss Time (sec): 15
0 33 0 Critical V/C: 0.581 1! 26
0 Avg Crit Del (sec/veh): 38.9 0
259*** 1 Avg Delay (sec/veh): 33.8 0 51***
LOS: C
Lanes: 2 0 2 0 1
Base+Add Vol: 417*** 506 164
Signal=Protect/Rights=Include
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:

Base Vol: 417 506 164 30 442 294 290 33 259 51 26 17
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 417 506 164 30 442 294 290 33 259 51 26 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 417 506 164 30 442 294 290 33 259 51 26 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 417 506 164 30 442 294 290 33 259 51 26 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 417 506 164 30 442 294 290 33 259 51 26 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 417 506 164 30 442 294 290 33 259 51 26 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.13 0.13 0.09 0.02 0.12 0.17 0.09 0.09 0.15 0.05 0.05 0.05 Crit Moves: **** **** **** ****
Green Time: 25.0 38.5 38.5 18.4 31.8 31.8 28.0 28.0 28.0 10.2 10.2 10.2 Volume/Cap: 0.58 0.38 0.27 0.10 0.40 0.58 0.36 0.36 0.58 0.58 0.58 0.58 Delay/Veh: 39.0 27.0 25.9 39.0 31.7 35.1 33.9 33.9 37.8 53.1 53.1 53.1 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: 39.0 27.0 25.9 39.0 31.7 35.1 33.9 33.9 37.8 53.1 53.1 53.1 LOS by Move: D C C D C D C C D D D D
HCM2kAvgQ: 8 6 4 1 6 10 5 5 9 4 4 4
Note: Queue reported is the number of cars per lane.

Page 691 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-76
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 150 528*** 34
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
258 1
Cycle Time (sec): 110
0 36
1 Loss Time (sec): 15
0 16 0 Critical V/C: 0.619 1! 22***
0 Avg Crit Del (sec/veh): 40.5 0
349*** 1 Avg Delay (sec/veh): 37.4 0 108
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 320*** 487 47
Signal=Protect/Rights=Include
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:

Base Vol: 320 487 47 34 528 150 258 16 349 108 22 36
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 320 487 47 34 528 150 258 16 349 108 22 36 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 320 487 47 34 528 150 258 16 349 108 22 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 320 487 47 34 528 150 258 16 349 108 22 36
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 320 487 47 34 528 150 258 16 349 108 22 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 320 487 47 34 528 150 258 16 349 108 22 36 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.10 0.13 0.03 0.02 0.14 0.09 0.08 0.08 0.20 0.09 0.09 0.09 Crit Moves: **** **** **** ****
Green Time: 18.0 28.5 28.5 14.2 24.7 24.7 35.4 35.4 35.4 16.8 16.8 16.8 Volume/Cap: 0.62 0.49 0.10 0.15 0.62 0.38 0.24 0.24 0.62 0.62 0.62 0.62 Delay/Veh: 45.1 35.0 31.1 42.9 39.8 36.8 27.5 27.5 33.7 47.9 47.9 47.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 35.0 31.1 42.9 39.8 36.8 27.5 27.5 33.7 47.9 47.9 47.9 LOS by Move: D C C D D D C C C D D D
HCM2kAvgQ: 7 7 1 1 9 5 4 4 11 7 7 7
Note: Queue reported is the number of cars per lane.

Page 692 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-77
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing AM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 36 776*** 26
Lanes: 1 0 3 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Overlap Vol Cnt Date: 3/5/2024 Rights=Overlap Lanes: Base+Add Vol:
38 1
Cycle Time (sec): 126
1 65
0 Loss Time (sec): 9
0 24 1 Critical V/C: 0.278 1 39
0 Avg Crit Del (sec/veh): 23.2 0
106 1 Avg Delay (sec/veh): 23.7 1 149***
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 64*** 623 69
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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: 5 Mar 2024 << 7:45 - 8:45 AM Base Vol: 64 623 69 26 776 36 38 24 106 149 39 65
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 623 69 26 776 36 38 24 106 149 39 65
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 64 623 69 26 776 36 38 24 106 149 39 65
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 623 69 26 776 36 38 24 106 149 39 65
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 623 69 26 776 36 38 24 106 149 39 65
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 623 69 26 776 36 38 24 106 149 39 65
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.04 0.11 0.04 0.01 0.14 0.02 0.02 0.01 0.06 0.09 0.02 0.04 Crit Moves: **** **** ****
Green Time: 16.6 52.0 52.0 26.4 61.8 61.8 38.6 38.6 55.2 38.6 38.6 65.0 Volume/Cap: 0.28 0.27 0.10 0.07 0.28 0.04 0.07 0.04 0.14 0.28 0.07 0.07 Delay/Veh: 50.0 24.5 22.7 40.0 19.0 16.7 31.0 30.7 21.2 33.4 31.0 15.3 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: 50.0 24.5 22.7 40.0 19.0 16.7 31.0 30.7 21.2 33.4 31.0 15.3 LOS by Move: D C C D B B C C C C C B
HCM2kAvgQ: 3 5 2 1 6 1 1 1 3 5 1 1
Note: Queue reported is the number of cars per lane.

Page 693 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-78
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Existing PM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 27 542 42***
Lanes: 1 0 3 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Overlap Vol Cnt Date: 3/5/2024 Rights=Overlap Lanes: Base+Add Vol:
34 1
Cycle Time (sec): 120
1 28
0 Loss Time (sec): 9
0 34 1 Critical V/C: 0.246 1 8
0 Avg Crit Del (sec/veh): 12.1 0
107 1 Avg Delay (sec/veh): 16.1 1 69***
LOS: B
Lanes: 1 0 3 0 1
Base+Add Vol: 61 936*** 99
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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: 5 Mar 2024 << 4:00 - 5:00 PM Base Vol: 61 936 99 42 542 27 34 34 107 69 8 28
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 61 936 99 42 542 27 34 34 107 69 8 28
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 61 936 99 42 542 27 34 34 107 69 8 28
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 61 936 99 42 542 27 34 34 107 69 8 28
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 61 936 99 42 542 27 34 34 107 69 8 28
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 61 936 99 42 542 27 34 34 107 69 8 28
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.03 0.16 0.06 0.02 0.10 0.02 0.02 0.02 0.06 0.04 0.00 0.02 Crit Moves: **** **** ****
Green Time: 34.9 80.1 80.1 11.7 56.9 56.9 19.2 19.2 54.1 19.2 19.2 30.9 Volume/Cap: 0.12 0.25 0.08 0.25 0.20 0.03 0.12 0.11 0.14 0.25 0.03 0.06 Delay/Veh: 31.4 8.0 7.1 50.8 18.4 16.9 43.3 43.2 19.3 44.5 42.5 33.7 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: 31.4 8.0 7.1 50.8 18.4 16.9 43.3 43.2 19.3 44.5 42.5 33.7 LOS by Move: C A A D B B D D B D D C
HCM2kAvgQ: 2 4 1 2 4 1 1 1 2 3 0 1
Note: Queue reported is the number of cars per lane.

Page 694 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-79
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project AM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 36 781*** 26
Lanes: 1 0 3 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
38 1
Cycle Time (sec): 126
1 65
0 Loss Time (sec): 9
0 24 1 Critical V/C: 0.279 1 39
0 Avg Crit Del (sec/veh): 23.1 0
106 1 Avg Delay (sec/veh): 23.6 1 149***
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 64*** 634 69
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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:

Base Vol: 64 634 69 26 781 36 38 24 106 149 39 65
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 64 634 69 26 781 36 38 24 106 149 39 65
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 64 634 69 26 781 36 38 24 106 149 39 65
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 634 69 26 781 36 38 24 106 149 39 65
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 634 69 26 781 36 38 24 106 149 39 65
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 634 69 26 781 36 38 24 106 149 39 65
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.11 0.04 0.01 0.14 0.02 0.02 0.01 0.06 0.09 0.02 0.04 Crit Moves: **** **** ****
Green Time: 16.5 52.4 52.4 26.1 62.0 62.0 38.5 38.5 55.0 38.5 38.5 64.6 Volume/Cap: 0.28 0.27 0.09 0.07 0.28 0.04 0.07 0.04 0.14 0.28 0.07 0.07 Delay/Veh: 50.0 24.3 22.5 40.2 18.9 16.6 31.1 30.8 21.4 33.5 31.1 15.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.0 24.3 22.5 40.2 18.9 16.6 31.1 30.8 21.4 33.5 31.1 15.5 LOS by Move: D C C D B B C C C C C B
HCM2kAvgQ: 3 5 2 1 6 1 1 1 3 5 1 1
Note: Queue reported is the number of cars per lane.

Page 695 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-80
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Ex+Project PM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 27 553 42***
Lanes: 1 0 3 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
34 1
Cycle Time (sec): 120
1 28
0 Loss Time (sec): 9
0 34 1 Critical V/C: 0.248 1 8
0 Avg Crit Del (sec/veh): 12.0 0
107 1 Avg Delay (sec/veh): 16.0 1 69***
LOS: B
Lanes: 1 0 3 0 1
Base+Add Vol: 61 945*** 99
Signal=Protect/Rights=Overlap
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 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:

Base Vol: 61 945 99 42 553 27 34 34 107 69 8 28
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 61 945 99 42 553 27 34 34 107 69 8 28
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 61 945 99 42 553 27 34 34 107 69 8 28
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 61 945 99 42 553 27 34 34 107 69 8 28
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 61 945 99 42 553 27 34 34 107 69 8 28
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 61 945 99 42 553 27 34 34 107 69 8 28
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.03 0.17 0.06 0.02 0.10 0.02 0.02 0.02 0.06 0.04 0.00 0.02 Crit Moves: **** **** ****
Green Time: 34.5 80.3 80.3 11.6 57.4 57.4 19.1 19.1 53.6 19.1 19.1 30.7 Volume/Cap: 0.12 0.25 0.08 0.25 0.20 0.03 0.12 0.11 0.14 0.25 0.03 0.06 Delay/Veh: 31.7 7.9 7.0 50.9 18.1 16.6 43.5 43.4 19.6 44.6 42.6 33.8 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: 31.7 7.9 7.0 50.9 18.1 16.6 43.5 43.4 19.6 44.6 42.6 33.8 LOS by Move: C A A D B B D D B D D C
HCM2kAvgQ: 2 4 1 2 4 1 1 1 2 3 0 1
Note: Queue reported is the number of cars per lane.

Page 696 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-81
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.000 0 0
0 Avg Crit Del (sec/veh): 0.0 0
0 1 Avg Delay (sec/veh): 0.0 0 0
LOS:

Lanes: 0 0 2 0 0
Base+Add Vol: 0 0 0
Signal=Uncontrol/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Growth Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0
User Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Potent Cap.: 0 0 0 0 0 0 0 0 0 0 0 0
Move Cap.: 1 1 1 1 1 1 1 1 1 1 1 1
Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move:

Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: 0 0 0 0 0 0 0 0 0 0 0 0
SharedQueue: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shrd ConDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS:

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

Note: Queue reported is the number of cars per lane.

Page 697 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-82
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

Note: Queue reported is the number of cars per lane.

Page 698 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-83
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Ex+Project AM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 30 723 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.163 0 0
0 Avg Crit Del (sec/veh): 0.7 0
102 1 Avg Delay (sec/veh): 0.7 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 935 0
Signal=Uncontrol/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 935 0 0 723 30 0 0 102 0 0 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: 0 935 0 0 723 30 0 0 102 0 0 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: 0 935 0 0 723 30 0 0 102 0 0 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: 0 935 0 0 723 30 0 0 102 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 935 0 0 723 30 0 0 102 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 377 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 627 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 627 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.16 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.6 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 11.9 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 699 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-84
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Ex+Project PM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 76 868 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.149 0 0
0 Avg Crit Del (sec/veh): 0.5 0
81 1 Avg Delay (sec/veh): 0.5 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1260 0
Signal=Uncontrol/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1260 0 0 868 76 0 0 81 0 0 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 1260 0 0 868 76 0 0 81 0 0 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 1260 0 0 868 76 0 0 81 0 0 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 1260 0 0 868 76 0 0 81 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1260 0 0 868 76 0 0 81 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 472 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 544 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 544 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.15 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.5 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.8 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 12.8 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 700 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-85
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing AM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

Note: Queue reported is the number of cars per lane.

Page 701 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-86
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Existing PM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

Note: Queue reported is the number of cars per lane.

Page 702 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-87
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Ex+Project AM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 21 804 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.052 0 0
0 Avg Crit Del (sec/veh): 0.2 0
31 1 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 935 0
Signal=Uncontrol/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 935 0 0 804 21 0 0 31 0 0 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: 0 935 0 0 804 21 0 0 31 0 0 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: 0 935 0 0 804 21 0 0 31 0 0 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: 0 935 0 0 804 21 0 0 31 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 935 0 0 804 21 0 0 31 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 413 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 594 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 594 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 11.4 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 703 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-88
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Unsignalized (Future Volume Alternative)
Ex+Project PM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 48 901 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 0
0 Loss Time (sec): 0
0 0 0 Critical V/C: 0.054 0 0
0 Avg Crit Del (sec/veh): 0.2 0
29 1 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1260 0
Signal=Uncontrol/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1260 0 0 901 48 0 0 29 0 0 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 1260 0 0 901 48 0 0 29 0 0 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 1260 0 0 901 48 0 0 29 0 0 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 1260 0 0 901 48 0 0 29 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1260 0 0 901 48 0 0 29 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 475 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 542 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 542 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.2 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.0 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 12.0 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 704 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:58 2024 Page 3-89
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Page 705 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 255 418***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 1094
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.469 0 0
0 Avg Crit Del (sec/veh): 22.6 0
0 0 Avg Delay (sec/veh): 18.4 1 163***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 362*** 171
Signal=Protect/Rights=Include
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:

Base Vol: 0 362 171 418 255 0 0 0 0 163 0 1094
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 362 171 418 255 0 0 0 0 163 0 1094
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 362 171 418 255 0 0 0 0 163 0 1094
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: 0 362 171 418 255 0 0 0 0 163 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 362 171 418 255 0 0 0 0 163 0 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: 0 362 171 418 255 0 0 0 0 163 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.19 0.10 0.13 0.13 0.00 0.00 0.00 0.00 0.09 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 32.5 32.5 22.6 55.1 0.0 0.0 0.0 0.0 15.9 0.0 0.0 Volume/Cap: 0.00 0.47 0.24 0.47 0.19 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 17.9 15.8 24.1 4.5 0.0 0.0 0.0 0.0 29.3 0.0 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 17.9 15.8 24.1 4.5 0.0 0.0 0.0 0.0 29.3 0.0 0.0 LOS by Move: A B B C A A A A A C A A
HCM2kAvgQ: 0 7 3 5 2 0 0 0 0 4 0 0
Note: Queue reported is the number of cars per lane.

Page 706 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 357 743***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 731
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.588 0 0
0 Avg Crit Del (sec/veh): 23.3 0
0 0 Avg Delay (sec/veh): 19.8 1 231***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 293*** 144
Signal=Protect/Rights=Include
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:

Base Vol: 0 293 144 743 357 0 0 0 0 231 0 731
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 293 144 743 357 0 0 0 0 231 0 731
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 293 144 743 357 0 0 0 0 231 0 731
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: 0 293 144 743 357 0 0 0 0 231 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 293 144 743 357 0 0 0 0 231 0 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: 0 293 144 743 357 0 0 0 0 231 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.15 0.08 0.24 0.19 0.00 0.00 0.00 0.00 0.13 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 21.0 21.0 32.1 53.0 0.0 0.0 0.0 0.0 18.0 0.0 0.0 Volume/Cap: 0.00 0.59 0.31 0.59 0.28 0.00 0.00 0.00 0.00 0.59 0.00 0.00 Delay/Veh: 0.0 27.6 24.1 19.5 5.7 0.0 0.0 0.0 0.0 30.1 0.0 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 27.6 24.1 19.5 5.7 0.0 0.0 0.0 0.0 30.1 0.0 0.0 LOS by Move: A C C B A A A A A C A A
HCM2kAvgQ: 0 7 3 9 4 0 0 0 0 6 0 0
Note: Queue reported is the number of cars per lane.

Page 707 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Bckg+Prj AM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 255 427***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 1114
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.476 0 0
0 Avg Crit Del (sec/veh): 22.8 0
0 0 Avg Delay (sec/veh): 18.6 1 169***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 362*** 174
Signal=Protect/Rights=Include
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:

Base Vol: 0 362 174 427 255 0 0 0 0 169 0 1114
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 362 174 427 255 0 0 0 0 169 0 1114
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 362 174 427 255 0 0 0 0 169 0 1114
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: 0 362 174 427 255 0 0 0 0 169 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 362 174 427 255 0 0 0 0 169 0 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: 0 362 174 427 255 0 0 0 0 169 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.19 0.10 0.14 0.13 0.00 0.00 0.00 0.00 0.10 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 32.0 32.0 22.8 54.8 0.0 0.0 0.0 0.0 16.2 0.0 0.0 Volume/Cap: 0.00 0.48 0.25 0.48 0.20 0.00 0.00 0.00 0.00 0.48 0.00 0.00 Delay/Veh: 0.0 18.3 16.2 24.1 4.7 0.0 0.0 0.0 0.0 29.1 0.0 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 18.3 16.2 24.1 4.7 0.0 0.0 0.0 0.0 29.1 0.0 0.0 LOS by Move: A B B C A A A A A C A A
HCM2kAvgQ: 0 7 3 6 2 0 0 0 0 4 0 0
Note: Queue reported is the number of cars per lane.

Page 708 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Bckg+Prj PM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 357 764***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 746
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.599 0 0
0 Avg Crit Del (sec/veh): 23.4 0
0 0 Avg Delay (sec/veh): 20.0 1 236***
LOS: C
Lanes: 0 0 1 0 1
Base+Add Vol: 0 293*** 150
Signal=Protect/Rights=Include
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:

Base Vol: 0 293 150 764 357 0 0 0 0 236 0 746
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 293 150 764 357 0 0 0 0 236 0 746
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 293 150 764 357 0 0 0 0 236 0 746
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: 0 293 150 764 357 0 0 0 0 236 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 293 150 764 357 0 0 0 0 236 0 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: 0 293 150 764 357 0 0 0 0 236 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.15 0.09 0.24 0.19 0.00 0.00 0.00 0.00 0.13 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 20.6 20.6 32.4 53.0 0.0 0.0 0.0 0.0 18.0 0.0 0.0 Volume/Cap: 0.00 0.60 0.33 0.60 0.28 0.00 0.00 0.00 0.00 0.60 0.00 0.00 Delay/Veh: 0.0 28.1 24.6 19.5 5.7 0.0 0.0 0.0 0.0 30.3 0.0 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 28.1 24.6 19.5 5.7 0.0 0.0 0.0 0.0 30.3 0.0 0.0 LOS by Move: A C C B A A A A A C A A
HCM2kAvgQ: 0 7 3 9 4 0 0 0 0 7 0 0
Note: Queue reported is the number of cars per lane.

Page 709 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #2: University Ave & Lark Ave
Signal=Split/Rights=Include
Base+Add Vol: 3 0 2***
Lanes: 0 0 1! 0 0
Signal=Protect Signal=Protect
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
3*** 1
Cycle Time (sec): 80
0 8
0 Loss Time (sec): 12
1 475 1 Critical V/C: 0.461 1 1079***
1 Avg Crit Del (sec/veh): 18.4 0
105 0 Avg Delay (sec/veh): 20.9 1 222
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 168*** 0 102
Signal=Split/Rights=Include
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:

Base Vol: 168 0 102 2 0 3 3 475 105 222 1079 8
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 0 102 2 0 3 3 475 105 222 1079 8
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 168 0 102 2 0 3 3 475 105 222 1079 8
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 0 102 2 0 3 3 475 105 222 1079 8
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 168 0 102 2 0 3 3 475 105 222 1079 8
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 0 102 2 0 3 3 475 105 222 1079 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 1.00 0.00 1.00 0.40 0.00 0.60 1.00 1.63 0.37 1.00 1.98 0.02 Final Sat.: 1800 0 1750 700 0 1050 1750 3030 670 1750 3673 27 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.06 0.00 0.00 0.00 0.00 0.16 0.16 0.13 0.29 0.29 Crit Moves: **** **** **** ****
Green Time: 12.3 0.0 12.3 10.0 0.0 10.0 7.0 25.3 25.3 20.4 38.7 38.7 Volume/Cap: 0.61 0.00 0.38 0.02 0.00 0.02 0.02 0.50 0.50 0.50 0.61 0.61 Delay/Veh: 35.5 0.0 31.3 30.8 0.0 30.8 33.4 22.5 22.5 26.3 15.7 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.5 0.0 31.3 30.8 0.0 30.8 33.4 22.5 22.5 26.3 15.7 15.7 LOS by Move: D A C C A C C C C C B B
HCM2kAvgQ: 5 0 3 0 0 0 0 6 6 6 11 11
Note: Queue reported is the number of cars per lane.

Page 710 ends

Los Gatos City CouncilJanuary 13, 2026

Los Gatos City Council
January 13, 2026