Agenda packet — Los Gatos City Council, January 13, 2026 (part 8 of 11)

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 472 19*** 982
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:
92*** 1
Cycle Time (sec): 100
0 198
0 Loss Time (sec): 12
1 1053 2 Critical V/C: 0.667 1 629***
1 Avg Crit Del (sec/veh): 31.6 0
6 0 Avg Delay (sec/veh): 32.2 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 34 982 19 472 92 1053 6 34 629 198
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 7 34 982 19 472 92 1053 6 34 629 198
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 7 34 982 19 472 92 1053 6 34 629 198
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 34 982 19 0 92 1053 6 34 629 198
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 7 34 982 19 0 92 1053 6 34 629 198
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 34 982 19 0 92 1053 6 34 629 198
------------|---------------||---------------||---------------||---------------| 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 1.51 0.49 Final Sat.: 343 240 1167 3483 67 1750 1750 5568 32 1750 2813 886 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.28 0.28 0.00 0.05 0.19 0.19 0.02 0.22 0.22 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 39.4 39.4 0.0 7.3 28.2 28.2 10.4 31.2 31.2 Volume/Cap: 0.29 0.29 0.29 0.72 0.72 0.00 0.72 0.67 0.67 0.19 0.72 0.72 Delay/Veh: 42.6 42.6 42.6 27.4 27.4 0.0 62.7 33.0 33.0 41.4 32.6 32.6 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: 42.6 42.6 42.6 27.4 27.4 0.0 62.7 33.0 33.0 41.4 32.6 32.6 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 15 15 0 5 11 11 1 13 13
Note: Queue reported is the number of cars per lane.

Page 806 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative 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
2 787
0 Loss Time (sec): 9
0 1292*** 2 Critical V/C: 0.531 2 817
0 Avg Crit Del (sec/veh): 14.3 0
0 0 Avg Delay (sec/veh): 17.8 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 161 0 255***
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: 161 0 255 0 0 0 192 1292 0 0 817 787
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 0 255 0 0 0 192 1292 0 0 817 787
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 161 0 255 0 0 0 192 1292 0 0 817 787
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 0 255 0 0 0 192 1292 0 0 817 787
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 161 0 255 0 0 0 192 1292 0 0 817 787
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 0 255 0 0 0 192 1292 0 0 817 787
------------|---------------||---------------||---------------||---------------| 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: 0.09 0.00 0.15 0.00 0.00 0.00 0.06 0.34 0.00 0.00 0.22 0.25 Crit Moves: **** **** ****
Green Time: 28.8 0.0 28.8 0.0 0.0 0.0 14.2 67.2 0.0 0.0 53.0 53.0 Volume/Cap: 0.33 0.00 0.53 0.00 0.00 0.00 0.45 0.53 0.00 0.00 0.43 0.49 Delay/Veh: 30.8 0.0 33.5 0.0 0.0 0.0 42.6 10.5 0.0 0.0 16.5 17.4 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: 30.8 0.0 33.5 0.0 0.0 0.0 42.6 10.5 0.0 0.0 16.5 17.4 LOS by Move: C A C A A A D B A A B B
HCM2kAvgQ: 4 0 8 0 0 0 4 11 0 0 8 10
Note: Queue reported is the number of cars per lane.

Page 807 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative 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
2 751
0 Loss Time (sec): 9
0 1774*** 2 Critical V/C: 0.564 2 753
0 Avg Crit Del (sec/veh): 7.9 0
0 0 Avg Delay (sec/veh): 13.9 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 88*** 0 157
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: 88 0 157 0 0 0 285 1774 0 0 753 751
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: 88 0 157 0 0 0 285 1774 0 0 753 751
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: 88 0 157 0 0 0 285 1774 0 0 753 751
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: 88 0 157 0 0 0 285 1774 0 0 753 751
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 0 157 0 0 0 285 1774 0 0 753 751
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: 88 0 157 0 0 0 285 1774 0 0 753 751
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.00 0.09 0.00 0.00 0.00 0.09 0.47 0.00 0.00 0.20 0.24 Crit Moves: **** **** ****
Green Time: 16.7 0.0 16.7 0.0 0.0 0.0 21.8 79.3 0.0 0.0 57.5 57.5 Volume/Cap: 0.31 0.00 0.56 0.00 0.00 0.00 0.44 0.62 0.00 0.00 0.36 0.44 Delay/Veh: 39.6 0.0 43.5 0.0 0.0 0.0 36.7 6.3 0.0 0.0 13.5 14.3 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: 39.6 0.0 43.5 0.0 0.0 0.0 36.7 6.3 0.0 0.0 13.5 14.3 LOS by Move: D A D A A A D A A A B B
HCM2kAvgQ: 3 0 6 0 0 0 5 13 0 0 7 9
Note: Queue reported is the number of cars per lane.

Page 808 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj 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
2 811
0 Loss Time (sec): 9
0 1314*** 2 Critical V/C: 0.541 2 854
0 Avg Crit Del (sec/veh): 14.5 0
0 0 Avg Delay (sec/veh): 17.9 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 161 0 260***
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: 161 0 260 0 0 0 192 1314 0 0 854 811
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 0 260 0 0 0 192 1314 0 0 854 811
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 161 0 260 0 0 0 192 1314 0 0 854 811
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 0 260 0 0 0 192 1314 0 0 854 811
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 161 0 260 0 0 0 192 1314 0 0 854 811
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 0 260 0 0 0 192 1314 0 0 854 811
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.09 0.00 0.15 0.00 0.00 0.00 0.06 0.35 0.00 0.00 0.22 0.26 Crit Moves: **** **** ****
Green Time: 28.9 0.0 28.9 0.0 0.0 0.0 13.8 67.1 0.0 0.0 53.3 53.3 Volume/Cap: 0.33 0.00 0.54 0.00 0.00 0.00 0.46 0.54 0.00 0.00 0.44 0.51 Delay/Veh: 30.7 0.0 33.7 0.0 0.0 0.0 43.0 10.7 0.0 0.0 16.6 17.4 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: 30.7 0.0 33.7 0.0 0.0 0.0 43.0 10.7 0.0 0.0 16.6 17.4 LOS by Move: C A C A A A D B A A B B
HCM2kAvgQ: 4 0 8 0 0 0 4 12 0 0 9 10
Note: Queue reported is the number of cars per lane.

Page 809 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj 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
2 769
0 Loss Time (sec): 9
0 1826*** 2 Critical V/C: 0.631 2 782
0 Avg Crit Del (sec/veh): 9.6 0
0 0 Avg Delay (sec/veh): 13.8 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 88 0 168***
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: 88 0 168 0 0 0 285 1826 0 0 782 769
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 0 168 0 0 0 285 1826 0 0 782 769
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 88 0 168 0 0 0 285 1826 0 0 782 769
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 0 168 0 0 0 285 1826 0 0 782 769
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 0 168 0 0 0 285 1826 0 0 782 769
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 0 168 0 0 0 285 1826 0 0 782 769
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.00 0.10 0.00 0.00 0.00 0.09 0.48 0.00 0.00 0.21 0.24 Crit Moves: **** **** ****
Green Time: 16.0 0.0 16.0 0.0 0.0 0.0 21.6 80.0 0.0 0.0 58.4 58.4 Volume/Cap: 0.32 0.00 0.63 0.00 0.00 0.00 0.44 0.63 0.00 0.00 0.37 0.44 Delay/Veh: 40.4 0.0 46.5 0.0 0.0 0.0 36.9 6.2 0.0 0.0 13.1 13.9 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: 40.4 0.0 46.5 0.0 0.0 0.0 36.9 6.2 0.0 0.0 13.1 13.9 LOS by Move: D A D A A A D A A A B B
HCM2kAvgQ: 3 0 7 0 0 0 5 14 0 0 7 9
Note: Queue reported is the number of cars per lane.

Page 810 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 45 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:
35 1
Cycle Time (sec): 100
1 15
0 Loss Time (sec): 0
0 1503 2 Critical V/C: 0.088 3 1549
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 45 35 1503 16 0 1549 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 20 0 0 45 35 1503 16 0 1549 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 20 0 0 45 35 1503 16 0 1549 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 20 0 0 45 35 1503 16 0 1549 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 20 0 0 45 35 1503 16 0 1549 15
------------|---------------||---------------||---------------||---------------| 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 509 xxxx xxxx 516 1564 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 515 xxxx xxxx 509 428 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 515 xxxx xxxx 509 428 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.04 xxxx xxxx 0.09 0.08 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.3 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 12.3 xxxxx xxxx 12.8 14.2 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: 12.3 12.8 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 811 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 41 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:
32 1
Cycle Time (sec): 100
1 22
0 Loss Time (sec): 0
0 1864 2 Critical V/C: 0.077 3 1448
1 Avg Crit Del (sec/veh): 0.3 0
10 0 Avg Delay (sec/veh): 0.3 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 41 32 1864 10 0 1448 22
Growth Adj: 1.00 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 41 32 1864 10 0 1448 22
Added Vol: 0 0 0 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 41 32 1864 10 0 1448 22
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 41 32 1864 10 0 1448 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 15 0 0 41 32 1864 10 0 1448 22
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 626 xxxx xxxx 483 1470 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 432 xxxx xxxx 535 465 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 432 xxxx xxxx 535 465 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.03 xxxx xxxx 0.08 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 13.6 xxxxx xxxx 12.3 13.3 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: 13.6 12.3 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 812 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 45 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:
35 1
Cycle Time (sec): 100
1 15
0 Loss Time (sec): 0
0 1530 2 Critical V/C: 0.091 3 1610
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 45 35 1530 16 0 1610 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 20 0 0 45 35 1530 16 0 1610 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 20 0 0 45 35 1530 16 0 1610 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 20 0 0 45 35 1530 16 0 1610 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 20 0 0 45 35 1530 16 0 1610 15
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 518 xxxx xxxx 537 1625 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 508 xxxx xxxx 494 406 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 508 xxxx xxxx 494 406 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.04 xxxx xxxx 0.09 0.09 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.3 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 12.4 xxxxx xxxx 13.0 14.7 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: 12.4 13.0 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 813 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #5: Turner St/Highland Oaks Dr & Lark Ave
Signal=Stop/Rights=Include
Base+Add Vol: 41 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:
32 1
Cycle Time (sec): 100
1 22
0 Loss Time (sec): 0
0 1927 2 Critical V/C: 0.078 3 1495
1 Avg Crit Del (sec/veh): 0.3 0
10 0 Avg Delay (sec/veh): 0.3 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 41 32 1927 10 0 1495 22
Growth Adj: 1.00 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 41 32 1927 10 0 1495 22
Added Vol: 0 0 0 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 41 32 1927 10 0 1495 22
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 41 32 1927 10 0 1495 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 15 0 0 41 32 1927 10 0 1495 22
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 647 xxxx xxxx 498 1517 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 418 xxxx xxxx 523 446 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 418 xxxx xxxx 523 446 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.04 xxxx xxxx 0.08 0.07 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.3 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 13.9 xxxxx xxxx 12.5 13.7 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: 13.9 12.5 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 814 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 281 813*** 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: 0.459 0 0
0 Avg Crit Del (sec/veh): 31.9 1
0 0 Avg Delay (sec/veh): 27.4 1 418***
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 355*** 508 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: 355 508 0 0 813 281 0 0 0 418 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: 355 508 0 0 813 281 0 0 0 418 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: 355 508 0 0 813 281 0 0 0 418 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: 355 508 0 0 813 281 0 0 0 418 0 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 355 508 0 0 813 281 0 0 0 418 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: 355 508 0 0 813 281 0 0 0 418 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 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 2.20 0.80 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4160 1438 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.09 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.12 0.00 0.09 Crit Moves: **** **** ****
Green Time: 31.0 84.7 0.0 0.0 53.7 53.7 0.0 0.0 0.0 32.3 0.0 32.3 Volume/Cap: 0.46 0.13 0.00 0.00 0.46 0.46 0.00 0.00 0.00 0.46 0.00 0.35 Delay/Veh: 40.8 7.5 0.0 0.0 25.9 25.9 0.0 0.0 0.0 39.8 0.0 38.7 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: 40.8 7.5 0.0 0.0 25.9 25.9 0.0 0.0 0.0 39.8 0.0 38.7 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 7 2 0 0 10 10 0 0 0 7 0 5
Note: Queue reported is the number of cars per lane.

Page 815 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 204 1181*** 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: 0.576 0 0
0 Avg Crit Del (sec/veh): 30.9 1
0 0 Avg Delay (sec/veh): 24.1 1 375
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 525*** 1182 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: 525 1182 0 0 1181 204 0 0 0 375 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: 525 1182 0 0 1181 204 0 0 0 375 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: 525 1182 0 0 1181 204 0 0 0 375 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: 525 1182 0 0 1181 204 0 0 0 375 0 208
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 525 1182 0 0 1181 204 0 0 0 375 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: 525 1182 0 0 1181 204 0 0 0 375 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 2.54 0.46 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4774 825 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.21 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.11 0.00 0.12 Crit Moves: **** **** ****
Green Time: 34.7 86.2 0.0 0.0 51.5 51.5 0.0 0.0 0.0 24.8 0.0 24.8 Volume/Cap: 0.58 0.29 0.00 0.00 0.58 0.58 0.00 0.00 0.00 0.51 0.00 0.58 Delay/Veh: 37.3 6.0 0.0 0.0 26.3 26.3 0.0 0.0 0.0 42.9 0.0 45.2 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: 37.3 6.0 0.0 0.0 26.3 26.3 0.0 0.0 0.0 42.9 0.0 45.2 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 10 5 0 0 13 13 0 0 0 7 0 8
Note: Queue reported is the number of cars per lane.

Page 816 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 281 818*** 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: 0.471 0 0
0 Avg Crit Del (sec/veh): 32.4 1
0 0 Avg Delay (sec/veh): 27.8 1 428***
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 379*** 519 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: 379 519 0 0 818 281 0 0 0 428 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: 379 519 0 0 818 281 0 0 0 428 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: 379 519 0 0 818 281 0 0 0 428 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: 379 519 0 0 818 281 0 0 0 428 0 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 379 519 0 0 818 281 0 0 0 428 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: 379 519 0 0 818 281 0 0 0 428 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 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 2.20 0.80 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4166 1431 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.09 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.12 0.00 0.09 Crit Moves: **** **** ****
Green Time: 32.2 84.7 0.0 0.0 52.5 52.5 0.0 0.0 0.0 32.3 0.0 32.3 Volume/Cap: 0.47 0.14 0.00 0.00 0.47 0.47 0.00 0.00 0.00 0.47 0.00 0.35 Delay/Veh: 40.1 7.4 0.0 0.0 26.8 26.8 0.0 0.0 0.0 40.0 0.0 38.8 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: 40.1 7.4 0.0 0.0 26.8 26.8 0.0 0.0 0.0 40.0 0.0 38.8 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 8 2 0 0 10 10 0 0 0 8 0 5
Note: Queue reported is the number of cars per lane.

Page 817 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 204 1192*** 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: 0.584 0 0
0 Avg Crit Del (sec/veh): 31.1 1
0 0 Avg Delay (sec/veh): 24.5 1 401
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 543*** 1191 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: 543 1191 0 0 1192 204 0 0 0 401 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: 543 1191 0 0 1192 204 0 0 0 401 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: 543 1191 0 0 1192 204 0 0 0 401 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: 543 1191 0 0 1192 204 0 0 0 401 0 208
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 543 1191 0 0 1192 204 0 0 0 401 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: 543 1191 0 0 1192 204 0 0 0 401 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 2.55 0.45 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4781 818 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.17 0.21 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.11 0.00 0.12 Crit Moves: **** **** ****
Green Time: 35.4 86.6 0.0 0.0 51.2 51.2 0.0 0.0 0.0 24.4 0.0 24.4 Volume/Cap: 0.58 0.29 0.00 0.00 0.58 0.58 0.00 0.00 0.00 0.56 0.00 0.58 Delay/Veh: 37.0 5.9 0.0 0.0 26.7 26.7 0.0 0.0 0.0 43.9 0.0 45.7 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: 37.0 5.9 0.0 0.0 26.7 26.7 0.0 0.0 0.0 43.9 0.0 45.7 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 11 5 0 0 13 13 0 0 0 8 0 8
Note: Queue reported is the number of cars per lane.

Page 818 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1048*** 147
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: 0.555 0 0
0 Avg Crit Del (sec/veh): 24.0 0
374*** 0 Avg Delay (sec/veh): 27.6 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0*** 756 351
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: 0 756 351 147 1048 0 112 0 374 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: 0 756 351 147 1048 0 112 0 374 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: 0 756 351 147 1048 0 112 0 374 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: 0 756 351 147 1048 0 112 0 374 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 756 351 147 1048 0 112 0 374 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: 0 756 351 147 1048 0 112 0 374 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 2.01 0.99 2.00 2.00 0.00 1.13 0.00 0.87 0.00 0.00 0.00 Final Sat.: 0 3822 1775 3150 3800 0 1984 0 1560 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.20 0.20 0.05 0.28 0.00 0.06 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 48.9 48.9 13.7 62.6 0.0 54.4 0.0 54.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.51 0.51 0.43 0.56 0.00 0.13 0.00 0.56 0.00 0.00 0.00 Delay/Veh: 0.0 29.6 29.6 53.3 22.4 0.0 21.6 0.0 27.5 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 29.6 29.6 53.3 22.4 0.0 21.6 0.0 27.5 0.0 0.0 0.0 LOS by Move: A C C D C A C A C A A A
HCM2kAvgQ: 0 11 11 4 14 0 2 0 13 0 0 0
Note: Queue reported is the number of cars per lane.

Page 819 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1327 244***
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:
310 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 36*** 1! Critical V/C: 0.945 0 0
0 Avg Crit Del (sec/veh): 48.0 0
457 0 Avg Delay (sec/veh): 34.6 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 1391 760***
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 1391 760 244 1327 0 310 36 457 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 1391 760 244 1327 0 310 36 457 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 1391 760 244 1327 0 310 36 457 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 1391 760 244 1327 0 310 36 457 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1391 760 244 1327 0 310 36 457 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 1391 760 244 1327 0 310 36 457 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 1.24 0.06 0.70 0.00 0.00 0.00 Final Sat.: 0 3800 1750 3150 3800 0 2178 99 1261 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.37 0.43 0.08 0.35 0.00 0.14 0.36 0.36 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 55.1 55.1 9.8 65.0 0.0 46.0 46.0 46.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.80 0.95 0.95 0.64 0.00 0.37 0.95 0.95 0.00 0.00 0.00 Delay/Veh: 0.0 29.4 40.1 95.9 20.1 0.0 26.7 54.6 54.6 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 29.4 40.1 95.9 20.1 0.0 26.7 54.6 54.6 0.0 0.0 0.0 LOS by Move: A C D F C A C D D A A A
HCM2kAvgQ: 0 23 34 9 17 0 7 29 29 0 0 0
Note: Queue reported is the number of cars per lane.

Page 820 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1063*** 147
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: 0.565 0 0
0 Avg Crit Del (sec/veh): 24.3 0
384*** 0 Avg Delay (sec/veh): 27.8 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0*** 791 377
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: 0 791 377 147 1063 0 112 0 384 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: 0 791 377 147 1063 0 112 0 384 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: 0 791 377 147 1063 0 112 0 384 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: 0 791 377 147 1063 0 112 0 384 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 791 377 147 1063 0 112 0 384 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: 0 791 377 147 1063 0 112 0 384 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 2.00 1.00 2.00 2.00 0.00 1.13 0.00 0.87 0.00 0.00 0.00 Final Sat.: 0 3797 1800 3150 3800 0 1978 0 1565 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.21 0.21 0.05 0.28 0.00 0.06 0.00 0.25 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 49.3 49.3 13.1 62.3 0.0 54.7 0.0 54.7 0.0 0.0 0.0 Volume/Cap: 0.00 0.53 0.54 0.45 0.57 0.00 0.13 0.00 0.57 0.00 0.00 0.00 Delay/Veh: 0.0 29.8 29.8 54.1 22.7 0.0 21.4 0.0 27.6 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 29.8 29.8 54.1 22.7 0.0 21.4 0.0 27.6 0.0 0.0 0.0 LOS by Move: A C C D C A C A C A A A
HCM2kAvgQ: 0 12 12 4 14 0 2 0 14 0 0 0
Note: Queue reported is the number of cars per lane.

Page 821 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1364 244***
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:
310 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 36 1! Critical V/C: 0.972 0 0
0 Avg Crit Del (sec/veh): 53.2 0
482*** 0 Avg Delay (sec/veh): 36.9 0 0
LOS: D
Lanes: 0 0 2 1 0
Base+Add Vol: 0 1418 780***
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 1418 780 244 1364 0 310 36 482 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 1418 780 244 1364 0 310 36 482 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 1418 780 244 1364 0 310 36 482 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 1418 780 244 1364 0 310 36 482 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1418 780 244 1364 0 310 36 482 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 1418 780 244 1364 0 310 36 482 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 1.24 0.05 0.71 0.00 0.00 0.00 Final Sat.: 0 3800 1750 3150 3800 0 2162 96 1281 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.37 0.45 0.08 0.36 0.00 0.14 0.38 0.38 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 55.0 55.0 9.6 64.6 0.0 46.4 46.4 46.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.81 0.97 0.97 0.67 0.00 0.37 0.97 0.97 0.00 0.00 0.00 Delay/Veh: 0.0 30.1 44.8 104.0 20.8 0.0 26.4 60.3 60.3 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 30.1 44.8 104.0 20.8 0.0 26.4 60.3 60.3 0.0 0.0 0.0 LOS by Move: A C D F C A C E E A A A
HCM2kAvgQ: 0 24 36 9 18 0 7 32 32 0 0 0
Note: Queue reported is the number of cars per lane.

Page 822 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 23 567 810***
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:
59 0
Cycle Time (sec): 126
1 389
0 Loss Time (sec): 12
0 35*** 1! Critical V/C: 0.700 0 26
0 Avg Crit Del (sec/veh): 43.6 1
43 0 Avg Delay (sec/veh): 34.9 1 225***
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 59 656 397***
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: 59 656 397 810 567 23 59 35 43 225 26 389
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 59 656 397 810 567 23 59 35 43 225 26 389
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 59 656 397 810 567 23 59 35 43 225 26 389
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 59 656 397 810 567 23 59 35 43 225 26 389
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 59 656 397 810 567 23 59 35 43 225 26 389
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 59 656 397 810 567 23 59 35 43 225 26 389
------------|---------------||---------------||---------------||---------------| 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 0.43 0.26 0.31 1.80 0.20 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 754 447 549 3182 368 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.17 0.23 0.26 0.15 0.01 0.08 0.08 0.08 0.07 0.07 0.22 Crit Moves: **** **** **** ****
Green Time: 23.6 40.9 40.9 46.3 63.5 63.5 14.1 14.1 14.1 12.7 12.7 59.0 Volume/Cap: 0.18 0.53 0.70 0.70 0.30 0.03 0.70 0.70 0.70 0.70 0.70 0.47 Delay/Veh: 43.3 35.2 41.1 35.8 18.3 15.7 64.6 64.6 64.6 60.8 60.8 23.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.3 35.2 41.1 35.8 18.3 15.7 64.6 64.6 64.6 60.8 60.8 23.3 LOS by Move: D D D D B B E E E E E C
HCM2kAvgQ: 2 10 15 17 6 0 7 7 7 6 6 11
Note: Queue reported is the number of cars per lane.

Page 823 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 32 1013 727***
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:
65 0
Cycle Time (sec): 120
1 976***
0 Loss Time (sec): 12
0 19*** 1! Critical V/C: 1.050 0 12
0 Avg Crit Del (sec/veh): 91.2 1
31 0 Avg Delay (sec/veh): 68.3 1 483
LOS: E
Lanes: 1 0 2 0 1
Base+Add Vol: 76 1223*** 325
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: 76 1223 325 727 1013 32 65 19 31 483 12 976
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 76 1223 325 727 1013 32 65 19 31 483 12 976 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 76 1223 325 727 1013 32 65 19 31 483 12 976 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 76 1223 325 727 1013 32 65 19 31 483 12 976 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 76 1223 325 727 1013 32 65 19 31 483 12 976 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 76 1223 325 727 1013 32 65 19 31 483 12 976 ------------|---------------||---------------||---------------||---------------| 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 0.57 0.16 0.27 1.95 0.05 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 989 289 472 3464 86 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.32 0.19 0.23 0.27 0.02 0.07 0.07 0.07 0.14 0.14 0.56 Crit Moves: **** **** **** ****
Green Time: 11.1 35.9 35.9 25.7 50.5 50.5 10.0 10.0 10.0 36.4 36.4 62.1 Volume/Cap: 0.47 1.08 0.62 1.08 0.63 0.04 0.79 0.79 0.79 0.46 0.46 1.08 Delay/Veh: 53.9 92.1 38.5 104.4 28.3 20.5 78.3 78.3 78.3 34.1 34.1 81.8 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: 53.9 92.1 38.5 104.4 28.3 20.5 78.3 78.3 78.3 34.1 34.1 81.8 LOS by Move: D F D F C C E E E C C F
HCM2kAvgQ: 3 32 12 24 15 1 6 6 6 8 8 53
Note: Queue reported is the number of cars per lane.

Page 824 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 28 587 810***
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:
106*** 0
Cycle Time (sec): 126
1 389
0 Loss Time (sec): 12
0 38 1! Critical V/C: 0.732 0 26
0 Avg Crit Del (sec/veh): 46.0 1
43 0 Avg Delay (sec/veh): 37.1 1 226***
LOS: D
Lanes: 1 0 2 0 1
Base+Add Vol: 81 669 397***
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: 81 669 397 810 587 28 106 38 43 226 26 389
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 669 397 810 587 28 106 38 43 226 26 389 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 81 669 397 810 587 28 106 38 43 226 26 389 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 669 397 810 587 28 106 38 43 226 26 389
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 81 669 397 810 587 28 106 38 43 226 26 389 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 81 669 397 810 587 28 106 38 43 226 26 389 ------------|---------------||---------------||---------------||---------------| 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 0.57 0.20 0.23 1.80 0.20 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 992 356 402 3184 366 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.18 0.23 0.26 0.15 0.02 0.11 0.11 0.11 0.07 0.07 0.22 Crit Moves: **** **** **** ****
Green Time: 22.1 39.1 39.1 44.3 61.3 61.3 18.4 18.4 18.4 12.2 12.2 56.5 Volume/Cap: 0.26 0.57 0.73 0.73 0.32 0.03 0.73 0.73 0.73 0.73 0.73 0.50 Delay/Veh: 45.4 37.0 43.8 38.2 19.7 16.9 61.8 61.8 61.8 63.1 63.1 25.1 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: 45.4 37.0 43.8 38.2 19.7 16.9 61.8 61.8 61.8 63.1 63.1 25.1 LOS by Move: D D D D B B E E E E E C
HCM2kAvgQ: 3 11 16 17 7 1 9 9 9 7 7 11
Note: Queue reported is the number of cars per lane.

Page 825 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 44 1063 727***
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:
95*** 0
Cycle Time (sec): 120
1 976***
0 Loss Time (sec): 12
0 21 1! Critical V/C: 1.076 0 13
0 Avg Crit Del (sec/veh): 95.4 1
31 0 Avg Delay (sec/veh): 71.0 1 485
LOS: E
Lanes: 1 0 2 0 1
Base+Add Vol: 129 1240*** 325
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: 129 1240 325 727 1063 44 95 21 31 485 13 976
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 129 1240 325 727 1063 44 95 21 31 485 13 976 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 129 1240 325 727 1063 44 95 21 31 485 13 976 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 129 1240 325 727 1063 44 95 21 31 485 13 976 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 129 1240 325 727 1063 44 95 21 31 485 13 976 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 1240 325 727 1063 44 95 21 31 485 13 976 ------------|---------------||---------------||---------------||---------------| 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 0.65 0.14 0.21 1.95 0.05 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1131 250 369 3457 93 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.33 0.19 0.23 0.28 0.03 0.08 0.08 0.08 0.14 0.14 0.56 Crit Moves: **** **** **** ****
Green Time: 12.9 36.2 36.2 25.6 48.9 48.9 10.0 10.0 10.0 36.2 36.2 61.8 Volume/Cap: 0.69 1.08 0.62 1.08 0.69 0.06 1.01 1.01 1.01 0.46 0.46 1.08 Delay/Veh: 61.8 93.8 38.1 106.4 30.6 21.7 131.6 132 131.6 34.3 34.3 83.9 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: 61.8 93.8 38.1 106.4 30.6 21.7 131.6 132 131.6 34.3 34.3 83.9 LOS by Move: E F D F C C F F F C C F
HCM2kAvgQ: 6 33 12 24 17 1 10 10 10 8 8 53
Note: Queue reported is the number of cars per lane.

Page 826 ends

ITEM NO. 1.

MITIG8 - Cumul+Prj AM Thu Feb 13, 2025 16:24:47 Page 1-1 -------------------------------------------------------------------------------- North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
******************************************************************************** Intersection #8 Los Gatos Blvd & Samaritan Dr/Burton Rd ******************************************************************************** Cycle (sec): 126 Critical Vol./Cap.(X): 0.732
Loss Time (sec): 12 Average Delay (sec/veh): 36.5
Optimal Cycle: 67 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
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
Lanes: 1 0 3 0 1 2 0 2 0 1 0 0 1! 0 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume 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 3.00 1.00 2.00 2.00 1.00 0.57 0.20 0.23 1.80 0.20 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 992 356 402 3184 366 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.23 0.26 0.15 0.02 0.11 0.11 0.11 0.07 0.07 0.22 Crit Moves: **** **** **** ****
Green Time: 22.1 39.1 39.1 44.3 61.3 61.3 18.4 18.4 18.4 12.2 12.2 56.5 Volume/Cap: 0.26 0.38 0.73 0.73 0.32 0.03 0.73 0.73 0.73 0.73 0.73 0.50 Delay/Veh: 45.4 34.1 43.8 38.2 19.7 16.9 61.8 61.8 61.8 63.1 63.1 25.1 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: 45.4 34.1 43.8 38.2 19.7 16.9 61.8 61.8 61.8 63.1 63.1 25.1 LOS by Move: D C D D B B E E E E E C
HCM2kAvgQ: 3 7 16 17 7 1 9 9 9 7 7 11
******************************************************************************** Note: Queue reported is the number of cars per lane.

Page 827 ends

ITEM NO. 1.

MITIG8 - Cumul+Prj PM Thu Feb 13, 2025 16:25:27 Page 1-1 -------------------------------------------------------------------------------- North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.
-------------------------------------------------------------------------------- Level Of Service Computation Report
2000 HCM Operations Method (Future Volume Alternative)
******************************************************************************** Intersection #8 Los Gatos Blvd & Samaritan Dr/Burton Rd ******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.955
Loss Time (sec): 12 Average Delay (sec/veh): 51.0
Optimal Cycle: 162 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase
Rights: Include Include Include Ovl
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
Lanes: 1 0 3 0 1 2 0 2 0 1 0 0 1! 0 0 1 1 0 0 1
------------|---------------||---------------||---------------||---------------| Volume 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 3.00 1.00 2.00 2.00 1.00 0.65 0.14 0.21 1.95 0.05 1.00 Final Sat.: 1750 5700 1750 3150 3800 1750 1131 250 369 3457 93 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.22 0.19 0.23 0.28 0.03 0.08 0.08 0.08 0.14 0.14 0.56 Crit Moves: **** **** **** ****
Green Time: 11.8 27.3 27.3 29.0 44.6 44.6 10.6 10.6 10.6 41.1 41.1 70.1 Volume/Cap: 0.75 0.95 0.82 0.95 0.75 0.07 0.95 0.95 0.95 0.41 0.41 0.95 Delay/Veh: 69.7 61.1 56.1 67.0 35.2 24.3 113.3 113 113.3 30.4 30.4 41.7 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: 69.7 61.1 56.1 67.0 35.2 24.3 113.3 113 113.3 30.4 30.4 41.7 LOS by Move: E E E E D C F F F C C D
HCM2kAvgQ: 7 20 14 21 18 1 9 9 9 7 7 42
******************************************************************************** Note: Queue reported is the number of cars per lane.

Page 828 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 29 772 20***
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:
27 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.351 0 0
0 Avg Crit Del (sec/veh): 7.6 0
52*** 1 Avg Delay (sec/veh): 10.1 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 70 1081*** 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 12 12 12 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: 70 1081 0 20 772 29 27 0 52 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: 70 1081 0 20 772 29 27 0 52 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: 70 1081 0 20 772 29 27 0 52 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: 70 1081 0 20 772 29 27 0 52 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 70 1081 0 20 772 29 27 0 52 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: 70 1081 0 20 772 29 27 0 52 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 1.93 0.07 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3566 134 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.28 0.00 0.01 0.22 0.22 0.02 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 21.4 98.0 0.0 7.0 83.6 83.6 12.0 0.0 12.0 0.0 0.0 0.0 Volume/Cap: 0.24 0.37 0.00 0.21 0.33 0.33 0.16 0.00 0.31 0.00 0.00 0.00 Delay/Veh: 45.6 4.4 0.0 57.9 9.2 9.2 52.8 0.0 54.2 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: 45.6 4.4 0.0 57.9 9.2 9.2 52.8 0.0 54.2 0.0 0.0 0.0 LOS by Move: D A A E A A D A D A A A
HCM2kAvgQ: 3 6 0 1 7 7 1 0 2 0 0 0
Note: Queue reported is the number of cars per lane.

Page 829 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 58 1140 22***
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:
59 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.439 0 0
0 Avg Crit Del (sec/veh): 9.0 0
85*** 1 Avg Delay (sec/veh): 11.3 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 106 1311*** 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: 106 1311 0 22 1140 58 59 0 85 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: 106 1311 0 22 1140 58 59 0 85 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: 106 1311 0 22 1140 58 59 0 85 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: 106 1311 0 22 1140 58 59 0 85 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 106 1311 0 22 1140 58 59 0 85 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: 106 1311 0 22 1140 58 59 0 85 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 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 1.00 1.90 0.10 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3521 179 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.34 0.00 0.01 0.32 0.32 0.03 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 15.5 91.2 0.0 7.0 82.7 82.7 12.8 0.0 12.8 0.0 0.0 0.0 Volume/Cap: 0.47 0.45 0.00 0.22 0.47 0.47 0.32 0.00 0.45 0.00 0.00 0.00 Delay/Veh: 50.0 5.4 0.0 54.9 8.7 8.7 50.5 0.0 52.0 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: 50.0 5.4 0.0 54.9 8.7 8.7 50.5 0.0 52.0 0.0 0.0 0.0 LOS by Move: D A A D A A D A D A A A
HCM2kAvgQ: 4 9 0 1 10 10 2 0 4 0 0 0
Note: Queue reported is the number of cars per lane.

Page 830 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 29 849 23***
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:
39 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.369 0 0
0 Avg Crit Del (sec/veh): 8.7 0
69*** 1 Avg Delay (sec/veh): 11.3 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 90 1101*** 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 12 12 12 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: 90 1101 0 23 849 29 39 0 69 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: 90 1101 0 23 849 29 39 0 69 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: 90 1101 0 23 849 29 39 0 69 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: 90 1101 0 23 849 29 39 0 69 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 90 1101 0 23 849 29 39 0 69 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: 90 1101 0 23 849 29 39 0 69 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 1.93 0.07 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3578 122 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.29 0.00 0.01 0.24 0.24 0.02 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 19.7 96.8 0.0 7.0 84.1 84.1 13.2 0.0 13.2 0.0 0.0 0.0 Volume/Cap: 0.33 0.38 0.00 0.24 0.36 0.36 0.21 0.00 0.38 0.00 0.00 0.00 Delay/Veh: 48.0 4.8 0.0 58.2 9.2 9.2 52.2 0.0 53.9 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: 48.0 4.8 0.0 58.2 9.2 9.2 52.2 0.0 53.9 0.0 0.0 0.0 LOS by Move: D A A E A A D A D A A A
HCM2kAvgQ: 4 7 0 1 7 7 2 0 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 831 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 58 1200*** 34
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:
69 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.524 0 0
0 Avg Crit Del (sec/veh): 17.8 0
98*** 1 Avg Delay (sec/veh): 14.6 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 155*** 1359 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: 155 1359 0 34 1200 58 69 0 98 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: 155 1359 0 34 1200 58 69 0 98 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: 155 1359 0 34 1200 58 69 0 98 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: 155 1359 0 34 1200 58 69 0 98 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 155 1359 0 34 1200 58 69 0 98 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: 155 1359 0 34 1200 58 69 0 98 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 1.91 0.09 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3529 171 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.36 0.00 0.02 0.34 0.34 0.04 0.00 0.06 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 20.3 84.4 0.0 13.8 77.9 77.9 12.8 0.0 12.8 0.0 0.0 0.0 Volume/Cap: 0.52 0.51 0.00 0.17 0.52 0.52 0.37 0.00 0.52 0.00 0.00 0.00 Delay/Veh: 47.2 8.4 0.0 48.4 11.4 11.4 51.1 0.0 53.4 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: 47.2 8.4 0.0 48.4 11.4 11.4 51.1 0.0 53.4 0.0 0.0 0.0 LOS by Move: D A A D B B D A D A A A
HCM2kAvgQ: 6 11 0 1 13 13 3 0 4 0 0 0
Note: Queue reported is the number of cars per lane.

Page 832 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 434*** 434 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:
628*** 2
Cycle Time (sec): 126
0 9
1 Loss Time (sec): 12
0 25 0 Critical V/C: 0.718 1! 26***
0 Avg Crit Del (sec/veh): 46.0 0
867 1 Avg Delay (sec/veh): 40.5 0 19
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 1086*** 489 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 22 22 22 12 12 12
Y+R: 4.0 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: 1086 489 8 28 434 434 628 25 867 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: 1086 489 8 28 434 434 628 25 867 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: 1086 489 8 28 434 434 628 25 867 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: 1086 489 8 28 434 434 628 25 0 19 26 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1086 489 8 28 434 434 628 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: 1086 489 8 28 434 434 628 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 0.87 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.97 0.03 1.00 2.00 1.00 2.89 0.11 1.00 0.35 0.48 0.17 Final Sat.: 4551 3640 60 1750 3800 1750 4759 189 1750 616 843 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.24 0.13 0.13 0.02 0.11 0.25 0.13 0.13 0.00 0.03 0.03 0.03 Crit Moves: **** **** **** ****
Green Time: 39.2 56.6 56.6 23.4 40.8 40.8 22.0 22.0 0.0 12.0 12.0 12.0 Volume/Cap: 0.77 0.30 0.30 0.09 0.35 0.77 0.76 0.76 0.00 0.32 0.32 0.32 Delay/Veh: 41.8 22.2 22.2 42.6 32.7 44.6 53.3 53.3 0.0 54.3 54.3 54.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.8 22.2 22.2 42.6 32.7 44.6 53.3 53.3 0.0 54.3 54.3 54.3 LOS by Move: D C C D C D D D A D D D
HCM2kAvgQ: 17 6 6 1 6 18 11 11 0 2 2 2
Note: Queue reported is the number of cars per lane.

Page 833 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 747*** 837 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:
766 2
Cycle Time (sec): 106
0 35
1 Loss Time (sec): 12
0 40*** 0 Critical V/C: 0.920 1! 43
0 Avg Crit Del (sec/veh): 62.2 0
1234 1 Avg Delay (sec/veh): 46.1 0 55***
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 685*** 714 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 21 21 21 12 12 12
Y+R: 4.0 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: 685 714 33 28 837 747 766 40 1234 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: 685 714 33 28 837 747 766 40 1234 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: 685 714 33 28 837 747 766 40 1234 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: 685 714 33 28 837 747 766 40 0 55 43 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 685 714 33 28 837 747 766 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: 685 714 33 28 837 747 766 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 0.97 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.91 0.09 1.00 2.00 1.00 2.86 0.14 1.00 0.42 0.32 0.26 Final Sat.: 4551 3536 163 1750 3800 1750 4702 246 1750 724 566 461 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.20 0.20 0.02 0.22 0.43 0.16 0.16 0.00 0.08 0.08 0.08 Crit Moves: **** **** **** ****
Green Time: 15.9 46.0 46.0 15.0 45.1 45.1 21.0 21.0 0.0 12.0 12.0 12.0 Volume/Cap: 1.00 0.47 0.47 0.11 0.52 1.00 0.82 0.82 0.00 0.67 0.67 0.67 Delay/Veh: 80.3 21.5 21.5 39.9 22.7 64.2 46.4 46.4 0.0 53.8 53.8 53.8 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: 80.3 21.5 21.5 39.9 22.7 64.2 46.4 46.4 0.0 53.8 53.8 53.8 LOS by Move: F C C D C E D D A D D D
HCM2kAvgQ: 14 9 9 1 10 34 12 12 0 6 6 6
Note: Queue reported is the number of cars per lane.

Page 834 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 495*** 468 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:
655 2
Cycle Time (sec): 126
0 9
1 Loss Time (sec): 12
0 25*** 0 Critical V/C: 0.762 1! 26***
0 Avg Crit Del (sec/veh): 48.8 0
867 1 Avg Delay (sec/veh): 42.1 0 19
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 1086*** 502 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 22 22 22 12 12 12
Y+R: 4.0 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: 1086 502 8 28 468 495 655 25 867 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: 1086 502 8 28 468 495 655 25 867 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: 1086 502 8 28 468 495 655 25 867 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: 1086 502 8 28 468 495 655 25 0 19 26 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1086 502 8 28 468 495 655 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: 1086 502 8 28 468 495 655 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 0.87 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.97 0.03 1.00 2.00 1.00 2.90 0.10 1.00 0.35 0.48 0.17 Final Sat.: 4551 3642 58 1750 3800 1750 4767 182 1750 616 843 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.24 0.14 0.14 0.02 0.12 0.28 0.14 0.14 0.00 0.03 0.03 0.03 Crit Moves: **** **** **** ****
Green Time: 36.6 57.0 57.0 23.0 43.4 43.4 22.0 22.0 0.0 12.0 12.0 12.0 Volume/Cap: 0.82 0.30 0.30 0.09 0.36 0.82 0.79 0.79 0.00 0.32 0.32 0.32 Delay/Veh: 45.9 22.0 22.0 42.9 31.1 46.6 54.6 54.6 0.0 54.3 54.3 54.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.9 22.0 22.0 42.9 31.1 46.6 54.6 54.6 0.0 54.3 54.3 54.3 LOS by Move: D C C D C D D D A D D D
HCM2kAvgQ: 18 6 6 1 7 21 12 12 0 2 2 2
Note: Queue reported is the number of cars per lane.

Page 835 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 794*** 863 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:
829*** 2
Cycle Time (sec): 106
0 35
1 Loss Time (sec): 12
0 40 0 Critical V/C: 0.965 1! 43
0 Avg Crit Del (sec/veh): 71.4 0
1234 1 Avg Delay (sec/veh): 51.6 0 55***
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 685*** 748 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 21 21 21 12 12 12
Y+R: 4.0 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: 685 748 33 28 863 794 829 40 1234 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: 685 748 33 28 863 794 829 40 1234 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: 685 748 33 28 863 794 829 40 1234 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: 685 748 33 28 863 794 829 40 0 55 43 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 685 748 33 28 863 794 829 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: 685 748 33 28 863 794 829 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 0.97 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.91 0.09 1.00 2.00 1.00 2.87 0.13 1.00 0.42 0.32 0.26 Final Sat.: 4551 3544 156 1750 3800 1750 4720 228 1750 724 566 461 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.21 0.21 0.02 0.23 0.45 0.18 0.18 0.00 0.08 0.08 0.08 Crit Moves: **** **** **** ****
Green Time: 15.2 46.5 46.5 14.5 45.8 45.8 21.0 21.0 0.0 12.0 12.0 12.0 Volume/Cap: 1.05 0.48 0.48 0.12 0.53 1.05 0.89 0.89 0.00 0.67 0.67 0.67 Delay/Veh: 94.5 21.4 21.4 40.3 22.4 76.7 51.2 51.2 0.0 53.8 53.8 53.8 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: 94.5 21.4 21.4 40.3 22.4 76.7 51.2 51.2 0.0 53.8 53.8 53.8 LOS by Move: F C C D C E D D A D D D
HCM2kAvgQ: 15 9 9 1 10 39 14 14 0 6 6 6
Note: Queue reported is the number of cars per lane.

Page 836 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 25 1067 154***
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:
62 0
Cycle Time (sec): 110
0 230
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.484 1! 5***
0 Avg Crit Del (sec/veh): 28.1 0
28 1 Avg Delay (sec/veh): 25.9 0 66
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 30 1015*** 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: 30 1015 18 154 1067 25 62 6 28 66 5 230
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 1015 18 154 1067 25 62 6 28 66 5 230
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 30 1015 18 154 1067 25 62 6 28 66 5 230
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 1015 18 154 1067 25 62 6 28 66 5 230
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 1015 18 154 1067 25 62 6 28 66 5 230
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 1015 18 154 1067 25 62 6 28 66 5 230
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.95 0.05 1.00 2.93 0.07 0.91 0.09 1.00 0.22 0.02 0.76 Final Sat.: 1750 5502 98 1750 5472 128 1641 159 1750 384 29 1337 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.18 0.18 0.09 0.20 0.20 0.04 0.04 0.02 0.17 0.17 0.17 Crit Moves: **** **** ****
Green Time: 15.2 41.9 41.9 20.0 46.7 46.7 39.1 39.1 39.1 39.1 39.1 39.1 Volume/Cap: 0.12 0.48 0.48 0.48 0.46 0.46 0.11 0.11 0.05 0.48 0.48 0.48 Delay/Veh: 41.8 26.0 26.0 41.5 22.8 22.8 23.8 23.8 23.3 28.2 28.2 28.2 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: 41.8 26.0 26.0 41.5 22.8 22.8 23.8 23.8 23.3 28.2 28.2 28.2 LOS by Move: D C C D C C C C C C C C
HCM2kAvgQ: 1 9 9 5 9 9 2 2 1 9 9 9
Note: Queue reported is the number of cars per lane.

Page 837 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 49 1345 271***
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:
42 0
Cycle Time (sec): 110
0 178
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.552 1! 3***
0 Avg Crit Del (sec/veh): 30.3 0
25 1 Avg Delay (sec/veh): 24.9 0 80
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 64 1086*** 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: 64 1086 50 271 1345 49 42 6 25 80 3 178
Growth Adj: 1.00 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 1086 50 271 1345 49 42 6 25 80 3 178
Added Vol: 0 0 0 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 1086 50 271 1345 49 42 6 25 80 3 178
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1086 50 271 1345 49 42 6 25 80 3 178
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 1086 50 271 1345 49 42 6 25 80 3 178
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 1086 50 271 1345 49 42 6 25 80 3 178
------------|---------------||---------------||---------------||---------------| 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 2.86 0.14 1.00 2.89 0.11 0.87 0.13 1.00 0.31 0.01 0.68 Final Sat.: 1750 5353 246 1750 5403 197 1575 225 1750 536 20 1193 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.20 0.20 0.15 0.25 0.25 0.03 0.03 0.01 0.15 0.15 0.15 Crit Moves: **** **** ****
Green Time: 14.5 40.4 40.4 30.9 56.8 56.8 29.7 29.7 29.7 29.7 29.7 29.7 Volume/Cap: 0.28 0.55 0.55 0.55 0.48 0.48 0.10 0.10 0.05 0.55 0.55 0.55 Delay/Veh: 43.7 27.9 27.9 35.0 17.3 17.3 30.2 30.2 29.8 35.8 35.8 35.8 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: 43.7 27.9 27.9 35.0 17.3 17.3 30.2 30.2 29.8 35.8 35.8 35.8 LOS by Move: D C C D B B C C C D D D
HCM2kAvgQ: 2 11 11 9 10 10 1 1 1 9 9 9
Note: Queue reported is the number of cars per lane.

Page 838 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 25 1096 159***
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:
62 0
Cycle Time (sec): 110
0 232
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.491 1! 5***
0 Avg Crit Del (sec/veh): 28.2 0
28 1 Avg Delay (sec/veh): 25.9 0 66
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 30 1026*** 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: 30 1026 18 159 1096 25 62 6 28 66 5 232
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 1026 18 159 1096 25 62 6 28 66 5 232
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 30 1026 18 159 1096 25 62 6 28 66 5 232
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 1026 18 159 1096 25 62 6 28 66 5 232
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 30 1026 18 159 1096 25 62 6 28 66 5 232
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 1026 18 159 1096 25 62 6 28 66 5 232
------------|---------------||---------------||---------------||---------------| 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 2.95 0.05 1.00 2.93 0.07 0.91 0.09 1.00 0.22 0.02 0.76 Final Sat.: 1750 5503 97 1750 5475 125 1641 159 1750 381 29 1340 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.19 0.19 0.09 0.20 0.20 0.04 0.04 0.02 0.17 0.17 0.17 Crit Moves: **** **** ****
Green Time: 15.0 41.8 41.8 20.4 47.2 47.2 38.8 38.8 38.8 38.8 38.8 38.8 Volume/Cap: 0.13 0.49 0.49 0.49 0.47 0.47 0.11 0.11 0.05 0.49 0.49 0.49 Delay/Veh: 42.0 26.2 26.2 41.3 22.6 22.6 24.0 24.0 23.4 28.5 28.5 28.5 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: 42.0 26.2 26.2 41.3 22.6 22.6 24.0 24.0 23.4 28.5 28.5 28.5 LOS by Move: D C C D C C C C C C C C
HCM2kAvgQ: 1 9 9 6 9 9 2 2 1 9 9 9
Note: Queue reported is the number of cars per lane.

Page 839 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 49 1367 275***
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:
42 0
Cycle Time (sec): 110
0 183
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.563 1! 3***
0 Avg Crit Del (sec/veh): 30.5 0
25 1 Avg Delay (sec/veh): 25.0 0 80
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 64 1115*** 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: 64 1115 50 275 1367 49 42 6 25 80 3 183
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: 64 1115 50 275 1367 49 42 6 25 80 3 183
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: 64 1115 50 275 1367 49 42 6 25 80 3 183
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: 64 1115 50 275 1367 49 42 6 25 80 3 183
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 1115 50 275 1367 49 42 6 25 80 3 183
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: 64 1115 50 275 1367 49 42 6 25 80 3 183
------------|---------------||---------------||---------------||---------------| 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 2.87 0.13 1.00 2.89 0.11 0.87 0.13 1.00 0.30 0.01 0.69 Final Sat.: 1750 5359 240 1750 5406 194 1575 225 1750 526 20 1204 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.21 0.21 0.16 0.25 0.25 0.03 0.03 0.01 0.15 0.15 0.15 Crit Moves: **** **** ****
Green Time: 14.3 40.6 40.6 30.7 57.0 57.0 29.7 29.7 29.7 29.7 29.7 29.7 Volume/Cap: 0.28 0.56 0.56 0.56 0.49 0.49 0.10 0.10 0.05 0.56 0.56 0.56 Delay/Veh: 43.9 28.0 28.0 35.4 17.2 17.2 30.2 30.2 29.8 36.1 36.1 36.1 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: 43.9 28.0 28.0 35.4 17.2 17.2 30.2 30.2 29.8 36.1 36.1 36.1 LOS by Move: D C C D B B C C C D D D
HCM2kAvgQ: 2 11 11 9 10 10 1 1 1 9 9 9
Note: Queue reported is the number of cars per lane.

Page 840 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 999*** 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: 0.216 1! 0
0 Avg Crit Del (sec/veh): 6.4 0
0 0 Avg Delay (sec/veh): 9.2 0 10***
LOS: A
Lanes: 1 0 2 1 0
Base+Add Vol: 28*** 1043 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 1043 27 83 999 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 1043 27 83 999 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 1043 27 83 999 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 1043 27 83 999 0 0 0 0 10 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 1043 27 83 999 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 1043 27 83 999 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 2.92 0.08 1.00 3.00 0.00 0.00 0.00 0.00 0.83 0.00 1.17 Final Sat.: 1750 5459 141 1750 5700 0 0 0 0 1493 0 2049 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.19 0.19 0.05 0.18 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** ****
Green Time: 10.0 68.3 68.3 22.7 81.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 Volume/Cap: 0.18 0.31 0.31 0.23 0.24 0.00 0.00 0.00 0.00 0.07 0.00 0.02 Delay/Veh: 46.7 9.8 9.8 36.7 4.7 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 9.8 9.8 36.7 4.7 0.0 0.0 0.0 0.0 45.9 0.0 45.6 LOS by Move: D A A D A A A A A D A D
HCM2kAvgQ: 1 6 6 3 4 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

Page 841 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 1215 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: 0.394 1! 0
0 Avg Crit Del (sec/veh): 20.3 0
0 0 Avg Delay (sec/veh): 16.9 0 104***
LOS: B
Lanes: 1 0 2 1 0
Base+Add Vol: 34 1076*** 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 1076 83 159 1215 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 1076 83 159 1215 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 1076 83 159 1215 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 1076 83 159 1215 0 0 0 0 104 0 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 1076 83 159 1215 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 1076 83 159 1215 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 2.78 0.22 1.00 3.00 0.00 0.00 0.00 0.00 0.90 0.00 1.10 Final Sat.: 1750 5198 401 1750 5700 0 0 0 0 1616 0 1929 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.21 0.21 0.09 0.21 0.00 0.00 0.00 0.00 0.06 0.00 0.01 Crit Moves: **** **** ****
Green Time: 19.1 57.7 57.7 25.3 64.0 0.0 0.0 0.0 0.0 17.9 0.0 17.9 Volume/Cap: 0.11 0.39 0.39 0.39 0.37 0.00 0.00 0.00 0.00 0.39 0.00 0.07 Delay/Veh: 38.5 15.8 15.8 36.5 12.3 0.0 0.0 0.0 0.0 42.0 0.0 39.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.5 15.8 15.8 36.5 12.3 0.0 0.0 0.0 0.0 42.0 0.0 39.0 LOS by Move: D B B D B A A A A D A D
HCM2kAvgQ: 1 8 8 5 7 0 0 0 0 4 0 1
Note: Queue reported is the number of cars per lane.

Page 842 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 1028*** 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: 0.221 1! 0
0 Avg Crit Del (sec/veh): 6.3 0
0 0 Avg Delay (sec/veh): 9.1 0 10***
LOS: A
Lanes: 1 0 2 1 0
Base+Add Vol: 28*** 1054 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 1054 27 83 1028 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 1054 27 83 1028 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 1054 27 83 1028 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 1054 27 83 1028 0 0 0 0 10 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 1054 27 83 1028 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 1054 27 83 1028 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 2.92 0.08 1.00 3.00 0.00 0.00 0.00 0.00 0.83 0.00 1.17 Final Sat.: 1750 5460 140 1750 5700 0 0 0 0 1493 0 2049 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.19 0.19 0.05 0.18 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** ****
Green Time: 10.0 68.4 68.4 22.6 81.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 Volume/Cap: 0.18 0.31 0.31 0.23 0.24 0.00 0.00 0.00 0.00 0.07 0.00 0.02 Delay/Veh: 46.7 9.8 9.8 36.8 4.7 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 9.8 9.8 36.8 4.7 0.0 0.0 0.0 0.0 45.9 0.0 45.6 LOS by Move: D A A D A A A A A D A D
HCM2kAvgQ: 1 6 6 3 4 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

Page 843 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 1237 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: 0.400 1! 0
0 Avg Crit Del (sec/veh): 20.1 0
0 0 Avg Delay (sec/veh): 16.7 0 104***
LOS: B
Lanes: 1 0 2 1 0
Base+Add Vol: 34 1105*** 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 1105 83 159 1237 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 1105 83 159 1237 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 1105 83 159 1237 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 1105 83 159 1237 0 0 0 0 104 0 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 1105 83 159 1237 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 1105 83 159 1237 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 2.78 0.22 1.00 3.00 0.00 0.00 0.00 0.00 0.90 0.00 1.10 Final Sat.: 1750 5208 391 1750 5700 0 0 0 0 1616 0 1929 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.21 0.21 0.09 0.22 0.00 0.00 0.00 0.00 0.06 0.00 0.01 Crit Moves: **** **** ****
Green Time: 18.9 58.3 58.3 25.0 64.4 0.0 0.0 0.0 0.0 17.7 0.0 17.7 Volume/Cap: 0.11 0.40 0.40 0.40 0.37 0.00 0.00 0.00 0.00 0.40 0.00 0.07 Delay/Veh: 38.6 15.5 15.5 36.8 12.1 0.0 0.0 0.0 0.0 42.2 0.0 39.2 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: 38.6 15.5 15.5 36.8 12.1 0.0 0.0 0.0 0.0 42.2 0.0 39.2 LOS by Move: D B B D B A A A A D A D
HCM2kAvgQ: 1 8 8 5 7 0 0 0 0 4 0 1
Note: Queue reported is the number of cars per lane.

Page 844 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 11 782 194***
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
1 283***
0 Loss Time (sec): 9
0 9 1! Critical V/C: 0.456 0 7
0 Avg Crit Del (sec/veh): 30.4 1
24 0 Avg Delay (sec/veh): 28.0 0 208
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 43 831*** 129
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: 43 831 129 194 782 11 19 9 24 208 7 283
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 831 129 194 782 11 19 9 24 208 7 283
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 831 129 194 782 11 19 9 24 208 7 283
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: 43 831 0 194 782 11 19 9 24 208 7 283
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 831 0 194 782 11 19 9 24 208 7 283
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: 43 831 0 194 782 11 19 9 24 208 7 283
------------|---------------||---------------||---------------||---------------| 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 2.96 0.04 0.37 0.17 0.46 0.97 0.03 1.00 Final Sat.: 1750 5700 1750 1750 5522 78 639 303 808 1741 59 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.15 0.00 0.11 0.14 0.14 0.03 0.03 0.03 0.12 0.12 0.16 Crit Moves: **** **** ****
Green Time: 19.2 35.2 0.0 26.8 42.7 42.7 39.0 39.0 39.0 39.0 39.0 39.0 Volume/Cap: 0.14 0.46 0.00 0.46 0.36 0.36 0.08 0.08 0.08 0.34 0.34 0.46 Delay/Veh: 38.6 30.0 0.0 36.2 24.1 24.1 23.6 23.6 23.6 26.3 26.3 27.8 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: 38.6 30.0 0.0 36.2 24.1 24.1 23.6 23.6 23.6 26.3 26.3 27.8 LOS by Move: D C A D C C C C C C C C
HCM2kAvgQ: 1 8 0 6 6 6 1 1 1 6 6 8
Note: Queue reported is the number of cars per lane.

Page 845 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 29 999 413***
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:
107 0
Cycle Time (sec): 120
1 189
0 Loss Time (sec): 9
0 19 1! Critical V/C: 0.543 0 9***
0 Avg Crit Del (sec/veh): 35.0 1
19 0 Avg Delay (sec/veh): 29.0 0 198
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 40 860*** 258
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: 40 860 258 413 999 29 107 19 19 198 9 189
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 860 258 413 999 29 107 19 19 198 9 189
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 40 860 258 413 999 29 107 19 19 198 9 189
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: 40 860 0 413 999 29 107 19 19 198 9 189
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 860 0 413 999 29 107 19 19 198 9 189
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: 40 860 0 413 999 29 107 19 19 198 9 189
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.91 0.09 0.74 0.13 0.13 0.96 0.04 1.00 Final Sat.: 1750 5700 1750 1750 5442 158 1291 229 229 1722 78 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.15 0.00 0.24 0.18 0.18 0.08 0.08 0.08 0.12 0.12 0.11 Crit Moves: **** **** ****
Green Time: 20.6 33.4 0.0 52.2 64.9 64.9 25.4 25.4 25.4 25.4 25.4 25.4 Volume/Cap: 0.13 0.54 0.00 0.54 0.34 0.34 0.39 0.39 0.39 0.54 0.54 0.51 Delay/Veh: 42.3 37.2 0.0 25.9 15.5 15.5 41.3 41.3 41.3 43.7 43.7 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: 42.3 37.2 0.0 25.9 15.5 15.5 41.3 41.3 41.3 43.7 43.7 43.0 LOS by Move: D D A C B B D D D D D D
HCM2kAvgQ: 1 9 0 12 7 7 5 5 5 8 8 7
Note: Queue reported is the number of cars per lane.

Page 846 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 11 803 202***
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
1 286***
0 Loss Time (sec): 9
0 9 1! Critical V/C: 0.464 0 7
0 Avg Crit Del (sec/veh): 30.7 1
24 0 Avg Delay (sec/veh): 28.0 0 208
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 43 839*** 129
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: 43 839 129 202 803 11 19 9 24 208 7 286
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 839 129 202 803 11 19 9 24 208 7 286
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 839 129 202 803 11 19 9 24 208 7 286
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: 43 839 0 202 803 11 19 9 24 208 7 286
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 839 0 202 803 11 19 9 24 208 7 286
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: 43 839 0 202 803 11 19 9 24 208 7 286
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.96 0.04 0.37 0.17 0.46 0.97 0.03 1.00 Final Sat.: 1750 5700 1750 1750 5524 76 639 303 808 1741 59 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.15 0.00 0.12 0.15 0.15 0.03 0.03 0.03 0.12 0.12 0.16 Crit Moves: **** **** ****
Green Time: 19.0 34.9 0.0 27.4 43.3 43.3 38.7 38.7 38.7 38.7 38.7 38.7 Volume/Cap: 0.14 0.46 0.00 0.46 0.37 0.37 0.08 0.08 0.08 0.34 0.34 0.46 Delay/Veh: 38.8 30.3 0.0 35.9 23.8 23.8 23.8 23.8 23.8 26.5 26.5 28.1 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: 38.8 30.3 0.0 35.9 23.8 23.8 23.8 23.8 23.8 26.5 26.5 28.1 LOS by Move: D C A D C C C C C C C C
HCM2kAvgQ: 1 8 0 7 7 7 1 1 1 6 6 8
Note: Queue reported is the number of cars per lane.

Page 847 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 29 1015 419***
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:
107 0
Cycle Time (sec): 120
1 197
0 Loss Time (sec): 9
0 19 1! Critical V/C: 0.573 0 9***
0 Avg Crit Del (sec/veh): 35.9 1
19 0 Avg Delay (sec/veh): 29.7 0 198
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 40 881*** 258
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: 40 881 258 419 1015 29 107 19 19 198 9 197
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 881 258 419 1015 29 107 19 19 198 9 197 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: 40 881 258 435 999 29 107 19 19 220 9 197
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: 40 881 0 435 999 29 107 19 19 220 9 197
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 881 0 435 999 29 107 19 19 220 9 197
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: 40 881 0 435 999 29 107 19 19 220 9 197
------------|---------------||---------------||---------------||---------------| 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 2.91 0.09 0.74 0.13 0.13 0.96 0.04 1.00 Final Sat.: 1750 5700 1750 1750 5442 158 1291 229 229 1729 71 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.15 0.00 0.25 0.18 0.18 0.08 0.08 0.08 0.13 0.13 0.11 Crit Moves: **** **** ****
Green Time: 20.3 32.3 0.0 52.0 64.0 64.0 26.6 26.6 26.6 26.6 26.6 26.6 Volume/Cap: 0.13 0.57 0.00 0.57 0.34 0.34 0.37 0.37 0.37 0.57 0.57 0.51 Delay/Veh: 42.6 38.4 0.0 26.7 16.1 16.1 40.2 40.2 40.2 43.6 43.6 42.0 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: 42.6 38.4 0.0 26.7 16.1 16.1 40.2 40.2 40.2 43.6 43.6 42.0 LOS by Move: D D A C B B D D D D D D
HCM2kAvgQ: 1 10 0 13 7 7 5 5 5 8 8 7
Note: Queue reported is the number of cars per lane.

Page 848 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 214 474 233***
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:
219*** 2
Cycle Time (sec): 126
0 272
0 Loss Time (sec): 12
1 143 1 Critical V/C: 0.499 1 389***
1 Avg Crit Del (sec/veh): 39.7 0
43 0 Avg Delay (sec/veh): 39.6 2 258
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 169 490*** 148
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: 169 490 148 233 474 214 219 143 43 258 389 272 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 490 148 233 474 214 219 143 43 258 389 272 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 169 490 148 233 474 214 219 143 43 258 389 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 490 148 233 474 214 219 143 43 258 389 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 490 148 233 474 214 219 143 43 258 389 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 490 148 233 474 214 219 143 43 258 389 272 ------------|---------------||---------------||---------------||---------------| 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 1.52 0.48 2.00 1.15 0.85 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 2844 855 3150 2176 1522 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.13 0.08 0.07 0.12 0.12 0.07 0.05 0.05 0.08 0.18 0.18 Crit Moves: **** **** **** ****
Green Time: 15.8 32.6 32.6 18.7 35.5 35.5 17.6 30.9 30.9 31.9 45.2 45.2 Volume/Cap: 0.43 0.50 0.33 0.50 0.44 0.43 0.50 0.21 0.21 0.32 0.50 0.50 Delay/Veh: 51.7 40.2 38.3 50.2 37.4 37.7 51.0 37.9 37.9 38.5 31.9 31.9 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: 51.7 40.2 38.3 50.2 37.4 37.7 51.0 37.9 37.9 38.5 31.9 31.9 LOS by Move: D D D D D D D D D D C C
HCM2kAvgQ: 4 8 5 5 8 7 5 3 3 5 10 10
Note: Queue reported is the number of cars per lane.

Page 849 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 249 568 335***
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:
308*** 2
Cycle Time (sec): 126
0 216
0 Loss Time (sec): 12
1 307 1 Critical V/C: 0.534 1 227***
1 Avg Crit Del (sec/veh): 44.0 0
41 0 Avg Delay (sec/veh): 39.8 2 235
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 142 540 279***
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: 142 540 279 335 568 249 308 307 41 235 227 216 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 540 279 335 568 249 308 307 41 235 227 216 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 142 540 279 335 568 249 308 307 41 235 227 216 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 540 279 335 568 249 308 307 41 235 227 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 540 279 335 568 249 308 307 41 235 227 216 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 540 279 335 568 249 308 307 41 235 227 216 ------------|---------------||---------------||---------------||---------------| 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 1.76 0.24 2.00 1.00 1.00 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 3264 436 3150 1898 1800 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.16 0.11 0.15 0.14 0.10 0.09 0.09 0.07 0.12 0.12 Crit Moves: **** **** **** ****
Green Time: 17.0 37.6 37.6 25.1 45.7 45.7 23.1 28.6 28.6 22.7 28.2 28.2 Volume/Cap: 0.33 0.48 0.53 0.53 0.41 0.39 0.53 0.41 0.41 0.41 0.53 0.54 Delay/Veh: 49.8 36.5 38.0 46.1 30.3 30.2 47.6 41.9 41.9 46.3 43.8 43.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.8 36.5 38.0 46.1 30.3 30.2 47.6 41.9 41.9 46.3 43.8 43.8 LOS by Move: D D D D C C D D D D D D
HCM2kAvgQ: 3 9 10 7 8 8 7 6 6 5 8 8
Note: Queue reported is the number of cars per lane.

Page 850 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 214 482 246***
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:
219*** 2
Cycle Time (sec): 126
0 277
0 Loss Time (sec): 12
1 143 1 Critical V/C: 0.506 1 389***
1 Avg Crit Del (sec/veh): 39.9 0
43 0 Avg Delay (sec/veh): 39.7 2 258
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 169 493*** 148
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: 169 493 148 246 482 214 219 143 43 258 389 277 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 493 148 246 482 214 219 143 43 258 389 277 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 169 493 148 246 482 214 219 143 43 258 389 277 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 493 148 246 482 214 219 143 43 258 389 277 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 493 148 246 482 214 219 143 43 258 389 277 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 493 148 246 482 214 219 143 43 258 389 277 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 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 1.52 0.48 2.00 1.15 0.85 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 2844 855 3150 2160 1538 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.13 0.08 0.08 0.13 0.12 0.07 0.05 0.05 0.08 0.18 0.18 Crit Moves: **** **** **** ****
Green Time: 15.8 32.3 32.3 19.5 36.0 36.0 17.3 30.6 30.6 31.6 44.9 44.9 Volume/Cap: 0.43 0.51 0.33 0.51 0.44 0.43 0.51 0.21 0.21 0.33 0.51 0.51 Delay/Veh: 51.7 40.4 38.5 49.7 37.1 37.2 51.3 38.1 38.1 38.8 32.2 32.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.7 40.4 38.5 49.7 37.1 37.2 51.3 38.1 38.1 38.8 32.2 32.2 LOS by Move: D D D D D D D D D D C C
HCM2kAvgQ: 4 8 5 6 8 7 5 3 3 5 10 10
Note: Queue reported is the number of cars per lane.

Page 851 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 249 574 345***
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:
308*** 2
Cycle Time (sec): 126
0 229***
0 Loss Time (sec): 12
1 307 1 Critical V/C: 0.550 1 227
1 Avg Crit Del (sec/veh): 44.2 0
41 0 Avg Delay (sec/veh): 40.0 2 235
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 142 548 279***
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: 142 548 279 345 574 249 308 307 41 235 227 229 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 548 279 345 574 249 308 307 41 235 227 229 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 142 548 279 345 574 249 308 307 41 235 227 229 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 548 279 345 574 249 308 307 41 235 227 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 548 279 345 574 249 308 307 41 235 227 229 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 548 279 345 574 249 308 307 41 235 227 229 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 1.76 0.24 2.00 1.00 1.00 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 3264 436 3150 1900 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.16 0.11 0.15 0.14 0.10 0.09 0.09 0.07 0.12 0.13 Crit Moves: **** **** **** ****
Green Time: 16.6 36.5 36.5 25.1 45.0 45.0 22.4 29.2 29.2 23.2 30.0 30.0 Volume/Cap: 0.34 0.50 0.55 0.55 0.42 0.40 0.55 0.41 0.41 0.41 0.50 0.55 Delay/Veh: 50.3 37.5 39.1 46.4 30.8 30.7 48.4 41.3 41.3 45.8 42.0 42.9 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: 50.3 37.5 39.1 46.4 30.8 30.7 48.4 41.3 41.3 45.8 42.0 42.9 LOS by Move: D D D D C C D D D D D D
HCM2kAvgQ: 3 9 10 8 8 8 7 6 6 5 8 9
Note: Queue reported is the number of cars per lane.

Page 852 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 26 574 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: 0.548 0 0
0 Avg Crit Del (sec/veh): 9.0 0
133 0 Avg Delay (sec/veh): 11.3 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 127 1448*** 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 1448 0 0 574 26 51 0 133 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 1448 0 0 574 26 51 0 133 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 1448 0 0 574 26 51 0 133 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 1448 0 0 574 26 51 0 133 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 1448 0 0 574 26 51 0 133 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 1448 0 0 574 26 51 0 133 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 1.91 0.09 0.28 0.00 0.72 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3540 160 485 0 1265 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.38 0.00 0.00 0.16 0.16 0.11 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 19.5 55.6 0.0 0.0 36.1 36.1 15.4 0.0 15.4 0.0 0.0 0.0 Volume/Cap: 0.30 0.55 0.00 0.00 0.36 0.36 0.55 0.00 0.55 0.00 0.00 0.00 Delay/Veh: 25.1 6.2 0.0 0.0 14.5 14.5 31.1 0.0 31.1 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: 25.1 6.2 0.0 0.0 14.5 14.5 31.1 0.0 31.1 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 853 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 61 889*** 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: 0.560 0 0
0 Avg Crit Del (sec/veh): 20.4 0
194*** 0 Avg Delay (sec/veh): 15.0 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 189*** 872 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: 189 872 0 0 889 61 38 0 194 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: 189 872 0 0 889 61 38 0 194 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: 189 872 0 0 889 61 38 0 194 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: 189 872 0 0 889 61 38 0 194 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 189 872 0 0 889 61 38 0 194 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: 189 872 0 0 889 61 38 0 194 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 1.87 0.13 0.16 0.00 0.84 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3462 238 287 0 1463 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.00 0.00 0.26 0.26 0.13 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 15.4 52.1 0.0 0.0 36.7 36.7 18.9 0.0 18.9 0.0 0.0 0.0 Volume/Cap: 0.56 0.35 0.00 0.00 0.56 0.56 0.56 0.00 0.56 0.00 0.00 0.00 Delay/Veh: 31.4 6.4 0.0 0.0 16.2 16.2 28.6 0.0 28.6 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: 31.4 6.4 0.0 0.0 16.2 16.2 28.6 0.0 28.6 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 854 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 26 582 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: 0.554 0 0
0 Avg Crit Del (sec/veh): 9.1 0
134 0 Avg Delay (sec/veh): 11.3 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 130 1465*** 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: 130 1465 0 0 582 26 51 0 134 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: 130 1465 0 0 582 26 51 0 134 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: 130 1465 0 0 582 26 51 0 134 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: 130 1465 0 0 582 26 51 0 134 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 130 1465 0 0 582 26 51 0 134 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: 130 1465 0 0 582 26 51 0 134 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 1.91 0.09 0.28 0.00 0.72 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3542 158 482 0 1268 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.39 0.00 0.00 0.16 0.16 0.11 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 19.4 55.7 0.0 0.0 36.4 36.4 15.3 0.0 15.3 0.0 0.0 0.0 Volume/Cap: 0.31 0.55 0.00 0.00 0.36 0.36 0.55 0.00 0.55 0.00 0.00 0.00 Delay/Veh: 25.2 6.3 0.0 0.0 14.4 14.4 31.3 0.0 31.3 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: 25.2 6.3 0.0 0.0 14.4 14.4 31.3 0.0 31.3 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 855 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 61 907*** 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: 0.569 0 0
0 Avg Crit Del (sec/veh): 20.5 0
197*** 0 Avg Delay (sec/veh): 15.0 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 191*** 885 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: 191 885 0 0 907 61 38 0 197 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: 191 885 0 0 907 61 38 0 197 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: 191 885 0 0 907 61 38 0 197 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: 191 885 0 0 907 61 38 0 197 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 191 885 0 0 907 61 38 0 197 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: 191 885 0 0 907 61 38 0 197 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 1.87 0.13 0.16 0.00 0.84 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3467 233 283 0 1467 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.00 0.00 0.26 0.26 0.13 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 15.3 52.1 0.0 0.0 36.8 36.8 18.9 0.0 18.9 0.0 0.0 0.0 Volume/Cap: 0.57 0.36 0.00 0.00 0.57 0.57 0.57 0.00 0.57 0.00 0.00 0.00 Delay/Veh: 31.6 6.4 0.0 0.0 16.3 16.3 28.9 0.0 28.9 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: 31.6 6.4 0.0 0.0 16.3 16.3 28.9 0.0 28.9 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 856 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 65 538 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: 0.444 1! 1***
0 Avg Crit Del (sec/veh): 14.5 0
38 0 Avg Delay (sec/veh): 15.4 1 16
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 77 1230*** 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 1230 78 37 538 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 1230 78 37 538 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 1230 78 37 538 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 1230 78 37 538 65 32 1 38 16 1 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1230 78 37 538 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 1230 78 37 538 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 1.78 0.22 0.45 0.01 0.54 1.89 0.11 0.00 Final Sat.: 1750 3800 1750 1750 3301 399 789 25 937 3306 194 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.32 0.04 0.02 0.16 0.16 0.04 0.04 0.04 0.00 0.01 0.00 Crit Moves: **** **** **** ****
Green Time: 20.4 61.0 71.0 7.0 47.6 47.6 10.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.22 0.53 0.06 0.30 0.34 0.34 0.41 0.41 0.41 0.05 0.05 0.00 Delay/Veh: 33.4 11.5 4.4 45.6 16.5 16.5 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: 33.4 11.5 4.4 45.6 16.5 16.5 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 11 1 1 6 6 3 3 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 857 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 74 830*** 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: 0.442 1! 1***
0 Avg Crit Del (sec/veh): 22.1 0
54 0 Avg Delay (sec/veh): 19.6 1 31
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 127*** 875 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: 127 875 10 8 830 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: 127 875 10 8 830 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: 127 875 10 8 830 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: 127 875 10 8 830 74 51 0 54 31 1 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 875 10 8 830 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: 127 875 10 8 830 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 1.83 0.17 0.49 0.00 0.51 1.76 0.05 0.19 Final Sat.: 1750 3800 1750 1750 3397 303 850 0 900 3073 85 341 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.01 0.00 0.24 0.24 0.06 0.00 0.06 0.01 0.01 0.01 Crit Moves: **** **** **** ****
Green Time: 15.0 50.3 60.3 15.3 50.6 50.6 12.4 0.0 12.4 10.0 10.0 10.0 Volume/Cap: 0.48 0.46 0.01 0.03 0.48 0.48 0.48 0.00 0.48 0.10 0.12 0.12 Delay/Veh: 40.3 16.2 7.9 36.1 16.4 16.4 42.5 0.0 42.5 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: 40.3 16.2 7.9 36.1 16.4 16.4 42.5 0.0 42.5 41.0 41.2 41.2 LOS by Move: D B A D B B D A D D D D
HCM2kAvgQ: 4 9 0 0 9 9 4 0 4 1 1 1
Note: Queue reported is the number of cars per lane.

Page 858 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 65 546 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: 0.449 1! 1***
0 Avg Crit Del (sec/veh): 14.5 0
38 0 Avg Delay (sec/veh): 15.4 1 16
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 77 1247*** 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 1247 78 37 546 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 1247 78 37 546 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 1247 78 37 546 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 1247 78 37 546 65 32 1 38 16 1 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1247 78 37 546 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 1247 78 37 546 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 1.78 0.22 0.45 0.01 0.54 1.89 0.11 0.00 Final Sat.: 1750 3800 1750 1750 3306 394 789 25 937 3306 194 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.33 0.04 0.02 0.17 0.17 0.04 0.04 0.04 0.00 0.01 0.00 Crit Moves: **** **** **** ****
Green Time: 20.2 61.0 71.0 7.0 47.8 47.8 10.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.22 0.54 0.06 0.30 0.35 0.35 0.41 0.41 0.41 0.05 0.05 0.00 Delay/Veh: 33.6 11.6 4.4 45.6 16.5 16.5 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: 33.6 11.6 4.4 45.6 16.5 16.5 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 11 1 1 6 6 3 3 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 859 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 74 848*** 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: 0.447 1! 1***
0 Avg Crit Del (sec/veh): 21.9 0
54 0 Avg Delay (sec/veh): 19.4 1 31
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 127*** 888 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: 127 888 10 8 848 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: 127 888 10 8 848 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: 127 888 10 8 848 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: 127 888 10 8 848 74 51 0 54 31 1 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 888 10 8 848 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: 127 888 10 8 848 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 1.84 0.16 0.49 0.00 0.51 1.76 0.05 0.19 Final Sat.: 1750 3800 1750 1750 3403 297 850 0 900 3073 85 341 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.23 0.01 0.00 0.25 0.25 0.06 0.00 0.06 0.01 0.01 0.01 Crit Moves: **** **** **** ****
Green Time: 14.8 50.6 60.6 15.2 50.9 50.9 12.3 0.0 12.3 10.0 10.0 10.0 Volume/Cap: 0.49 0.46 0.01 0.03 0.49 0.49 0.49 0.00 0.49 0.10 0.12 0.12 Delay/Veh: 40.6 16.1 7.8 36.2 16.2 16.2 42.7 0.0 42.7 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: 40.6 16.1 7.8 36.2 16.2 16.2 42.7 0.0 42.7 41.0 41.2 41.2 LOS by Move: D B A D B B D A D D D D
HCM2kAvgQ: 4 9 0 0 10 10 4 0 4 1 1 1
Note: Queue reported is the number of cars per lane.

Page 860 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 578 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:
306 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.576 0 0
0 Avg Crit Del (sec/veh): 14.1 0
367*** 1 Avg Delay (sec/veh): 13.7 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1229*** 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 1229 0 0 578 0 306 0 367 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 1229 0 0 578 0 306 0 367 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 1229 0 0 578 0 306 0 367 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 1229 0 0 578 0 306 0 367 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1229 0 0 578 0 306 0 367 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 1229 0 0 578 0 306 0 367 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 0.32 0.00 0.00 0.15 0.00 0.17 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 44.9 0.0 0.0 44.9 0.0 29.1 0.0 29.1 0.0 0.0 0.0 Volume/Cap: 0.00 0.58 0.00 0.00 0.27 0.00 0.48 0.00 0.58 0.00 0.00 0.00 Delay/Veh: 0.0 11.8 0.0 0.0 9.2 0.0 20.2 0.0 21.8 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 11.8 0.0 0.0 9.2 0.0 20.2 0.0 21.8 0.0 0.0 0.0 LOS by Move: A B A A A A C A C A A A
HCM2kAvgQ: 0 10 0 0 4 0 7 0 8 0 0 0
Note: Queue reported is the number of cars per lane.

Page 861 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 787 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:
191*** 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.420 0 0
0 Avg Crit Del (sec/veh): 9.2 0
156 1 Avg Delay (sec/veh): 9.0 0 0
LOS: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1063*** 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 1063 0 0 787 0 191 0 156 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 1063 0 0 787 0 191 0 156 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 1063 0 0 787 0 191 0 156 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 1063 0 0 787 0 191 0 156 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1063 0 0 787 0 191 0 156 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 1063 0 0 787 0 191 0 156 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.28 0.00 0.00 0.21 0.00 0.11 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 53.2 0.0 0.0 53.2 0.0 20.8 0.0 20.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.42 0.00 0.00 0.31 0.00 0.42 0.00 0.34 0.00 0.00 0.00 Delay/Veh: 0.0 6.3 0.0 0.0 5.7 0.0 25.2 0.0 24.5 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 6.3 0.0 0.0 5.7 0.0 25.2 0.0 24.5 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 5 0 4 0 0 0
Note: Queue reported is the number of cars per lane.

Page 862 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 586 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:
306 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.581 0 0
0 Avg Crit Del (sec/veh): 14.1 0
367*** 1 Avg Delay (sec/veh): 13.7 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1246*** 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 1246 0 0 586 0 306 0 367 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 1246 0 0 586 0 306 0 367 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 1246 0 0 586 0 306 0 367 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 1246 0 0 586 0 306 0 367 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1246 0 0 586 0 306 0 367 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 1246 0 0 586 0 306 0 367 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.33 0.00 0.00 0.15 0.00 0.17 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 45.1 0.0 0.0 45.1 0.0 28.9 0.0 28.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.58 0.00 0.00 0.27 0.00 0.48 0.00 0.58 0.00 0.00 0.00 Delay/Veh: 0.0 11.7 0.0 0.0 9.1 0.0 20.4 0.0 22.1 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: 0.0 11.7 0.0 0.0 9.1 0.0 20.4 0.0 22.1 0.0 0.0 0.0 LOS by Move: A B A A A A C A C A A A
HCM2kAvgQ: 0 10 0 0 4 0 7 0 8 0 0 0
Note: Queue reported is the number of cars per lane.

Page 863 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 805 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:
191*** 1
Cycle Time (sec): 80
0 0
0 Loss Time (sec): 6
0 0 0 Critical V/C: 0.424 0 0
0 Avg Crit Del (sec/veh): 9.2 0
156 1 Avg Delay (sec/veh): 9.0 0 0
LOS: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1076*** 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 1076 0 0 805 0 191 0 156 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 1076 0 0 805 0 191 0 156 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 1076 0 0 805 0 191 0 156 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 1076 0 0 805 0 191 0 156 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1076 0 0 805 0 191 0 156 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 1076 0 0 805 0 191 0 156 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.28 0.00 0.00 0.21 0.00 0.11 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 53.4 0.0 0.0 53.4 0.0 20.6 0.0 20.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.42 0.00 0.00 0.32 0.00 0.42 0.00 0.35 0.00 0.00 0.00 Delay/Veh: 0.0 6.3 0.0 0.0 5.7 0.0 25.4 0.0 24.7 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 6.3 0.0 0.0 5.7 0.0 25.4 0.0 24.7 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 5 0 4 0 0 0
Note: Queue reported is the number of cars per lane.

Page 864 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 300*** 540 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: 0.465 0 15***
0 Avg Crit Del (sec/veh): 20.0 0
0 0 Avg Delay (sec/veh): 15.6 1 22
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 393*** 1127 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: 393 1127 17 6 540 300 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: 393 1127 17 6 540 300 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: 393 1127 17 6 540 300 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: 393 1127 17 6 540 300 0 0 0 22 15 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 393 1127 17 6 540 300 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: 393 1127 17 6 540 300 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 0.30 0.01 0.00 0.14 0.17 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 34.6 47.1 47.1 13.9 26.4 26.4 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.52 0.50 0.02 0.02 0.43 0.52 0.00 0.00 0.00 0.10 0.13 0.13 Delay/Veh: 17.3 9.8 6.8 27.4 21.2 22.5 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: 17.3 9.8 6.8 27.4 21.2 22.5 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 865 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 310 760*** 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: 0.433 0 23***
0 Avg Crit Del (sec/veh): 18.7 0
0 0 Avg Delay (sec/veh): 15.2 1 21
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 290*** 923 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: 290 923 33 10 760 310 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: 290 923 33 10 760 310 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: 290 923 33 10 760 310 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: 290 923 33 10 760 310 0 0 0 21 23 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 290 923 33 10 760 310 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: 290 923 33 10 760 310 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: 0.17 0.24 0.02 0.01 0.20 0.18 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 27.6 44.8 44.8 16.2 33.4 33.4 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.48 0.43 0.03 0.03 0.48 0.42 0.00 0.00 0.00 0.10 0.15 0.15 Delay/Veh: 21.1 10.3 7.9 25.7 17.2 16.9 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: 21.1 10.3 7.9 25.7 17.2 16.9 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 7 0 0 7 6 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

Page 866 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 300*** 548 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: 0.465 0 15***
0 Avg Crit Del (sec/veh): 20.0 0
0 0 Avg Delay (sec/veh): 15.6 1 22
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 393*** 1144 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: 393 1144 17 6 548 300 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: 393 1144 17 6 548 300 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: 393 1144 17 6 548 300 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: 393 1144 17 6 548 300 0 0 0 22 15 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 393 1144 17 6 548 300 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: 393 1144 17 6 548 300 0 0 0 22 15 15
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.22 0.30 0.01 0.00 0.14 0.17 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 34.6 47.3 47.3 13.7 26.4 26.4 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.52 0.51 0.02 0.02 0.44 0.52 0.00 0.00 0.00 0.10 0.13 0.13 Delay/Veh: 17.3 9.8 6.8 27.6 21.2 22.5 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: 17.3 9.8 6.8 27.6 21.2 22.5 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 6 7 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

Page 867 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 310 778*** 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: 0.438 0 23***
0 Avg Crit Del (sec/veh): 18.7 0
0 0 Avg Delay (sec/veh): 15.1 1 21
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 290*** 936 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: 290 936 33 10 778 310 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: 290 936 33 10 778 310 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: 290 936 33 10 778 310 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: 290 936 33 10 778 310 0 0 0 21 23 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 290 936 33 10 778 310 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: 290 936 33 10 778 310 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: 0.17 0.25 0.02 0.01 0.20 0.18 0.00 0.00 0.00 0.01 0.02 0.02 Crit Moves: **** **** ****
Green Time: 27.3 45.0 45.0 16.0 33.7 33.7 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.49 0.44 0.03 0.03 0.49 0.42 0.00 0.00 0.00 0.10 0.15 0.15 Delay/Veh: 21.4 10.3 7.8 25.8 17.1 16.7 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: 21.4 10.3 7.8 25.8 17.1 16.7 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 7 0 0 7 6 0 0 0 1 1 1
Note: Queue reported is the number of cars per lane.

Page 868 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 294*** 457 38
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 18
1 Loss Time (sec): 15
0 36 0 Critical V/C: 0.597 1! 26***
0 Avg Crit Del (sec/veh): 39.5 0
272*** 1 Avg Delay (sec/veh): 34.3 0 59
LOS: C
Lanes: 2 0 2 0 1
Base+Add Vol: 419*** 507 231
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: 419 507 231 38 457 294 290 36 272 59 26 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 419 507 231 38 457 294 290 36 272 59 26 18 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 419 507 231 38 457 294 290 36 272 59 26 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 419 507 231 38 457 294 290 36 272 59 26 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 419 507 231 38 457 294 290 36 272 59 26 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 419 507 231 38 457 294 290 36 272 59 26 18 ------------|---------------||---------------||---------------||---------------| 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 1.78 0.22 1.00 0.58 0.25 0.17 Final Sat.: 3150 3800 1750 1750 3800 1750 3158 392 1750 1002 442 306 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.13 0.02 0.12 0.17 0.09 0.09 0.16 0.06 0.06 0.06 Crit Moves: **** **** **** ****
Green Time: 24.5 37.6 37.6 17.9 31.0 31.0 28.7 28.7 28.7 10.9 10.9 10.9 Volume/Cap: 0.60 0.39 0.39 0.13 0.43 0.60 0.35 0.35 0.60 0.60 0.60 0.60 Delay/Veh: 39.7 27.7 27.9 39.6 32.5 36.1 33.4 33.4 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: 39.7 27.7 27.9 39.6 32.5 36.1 33.4 33.4 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 7 6 1 6 10 5 5 9 5 5 5
Note: Queue reported is the number of cars per lane.

Page 869 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 150 542*** 36
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 44
1 Loss Time (sec): 15
0 17 0 Critical V/C: 0.677 1! 25***
0 Avg Crit Del (sec/veh): 42.9 0
359*** 1 Avg Delay (sec/veh): 39.5 0 158
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 339*** 510 60
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: 339 510 60 36 542 150 258 17 359 158 25 44
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 339 510 60 36 542 150 258 17 359 158 25 44 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 339 510 60 36 542 150 258 17 359 158 25 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 339 510 60 36 542 150 258 17 359 158 25 44
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 339 510 60 36 542 150 258 17 359 158 25 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 339 510 60 36 542 150 258 17 359 158 25 44 ------------|---------------||---------------||---------------||---------------| 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 0.70 0.11 0.19 Final Sat.: 3150 3800 1750 1750 3800 1750 3331 219 1750 1218 193 339 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.13 0.03 0.02 0.14 0.09 0.08 0.08 0.21 0.13 0.13 0.13 Crit Moves: **** **** **** ****
Green Time: 17.5 27.6 27.6 13.1 23.2 23.2 33.3 33.3 33.3 21.1 21.1 21.1 Volume/Cap: 0.68 0.54 0.14 0.17 0.68 0.41 0.26 0.26 0.68 0.68 0.68 0.68 Delay/Veh: 47.3 36.3 32.1 44.0 42.3 38.2 29.1 29.1 37.1 46.8 46.8 46.8 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: 47.3 36.3 32.1 44.0 42.3 38.2 29.1 29.1 37.1 46.8 46.8 46.8 LOS by Move: D D C D D D C C D D D D
HCM2kAvgQ: 8 8 2 1 10 5 4 4 12 9 9 9
Note: Queue reported is the number of cars per lane.

Page 870 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 294*** 462 38
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 18
1 Loss Time (sec): 15
0 36 0 Critical V/C: 0.601 1! 26***
0 Avg Crit Del (sec/veh): 39.6 0
275*** 1 Avg Delay (sec/veh): 34.3 0 59
LOS: C
Lanes: 2 0 2 0 1
Base+Add Vol: 425*** 518 231
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: 425 518 231 38 462 294 290 36 275 59 26 18
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 425 518 231 38 462 294 290 36 275 59 26 18 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 425 518 231 38 462 294 290 36 275 59 26 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 425 518 231 38 462 294 290 36 275 59 26 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 425 518 231 38 462 294 290 36 275 59 26 18 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 425 518 231 38 462 294 290 36 275 59 26 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.13 0.14 0.13 0.02 0.12 0.17 0.09 0.09 0.16 0.06 0.06 0.06 Crit Moves: **** **** **** ****
Green Time: 24.7 37.8 37.8 17.6 30.8 30.8 28.8 28.8 28.8 10.8 10.8 10.8 Volume/Cap: 0.60 0.40 0.38 0.14 0.43 0.60 0.35 0.35 0.60 0.60 0.60 0.60 Delay/Veh: 39.7 27.6 27.7 39.8 32.8 36.4 33.3 33.3 37.8 53.4 53.4 53.4 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: 39.7 27.6 27.7 39.8 32.8 36.4 33.3 33.3 37.8 53.4 53.4 53.4 LOS by Move: D C C D C D C C D D D D
HCM2kAvgQ: 8 7 6 1 7 10 5 5 9 5 5 5
Note: Queue reported is the number of cars per lane.

Page 871 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 150 553*** 36
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 44
1 Loss Time (sec): 15
0 17 0 Critical V/C: 0.687 1! 25***
0 Avg Crit Del (sec/veh): 43.2 0
366*** 1 Avg Delay (sec/veh): 39.7 0 158
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 344*** 518 60
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: 344 518 60 36 553 150 258 17 366 158 25 44
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 344 518 60 36 553 150 258 17 366 158 25 44 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 344 518 60 36 553 150 258 17 366 158 25 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 344 518 60 36 553 150 258 17 366 158 25 44
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 344 518 60 36 553 150 258 17 366 158 25 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 344 518 60 36 553 150 258 17 366 158 25 44 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.11 0.14 0.03 0.02 0.15 0.09 0.08 0.08 0.21 0.13 0.13 0.13 Crit Moves: **** **** **** ****
Green Time: 17.5 27.8 27.8 13.0 23.3 23.3 33.5 33.5 33.5 20.8 20.8 20.8 Volume/Cap: 0.69 0.54 0.14 0.17 0.69 0.40 0.25 0.25 0.69 0.69 0.69 0.69 Delay/Veh: 47.7 36.2 31.9 44.1 42.5 38.1 29.0 29.0 37.4 47.6 47.6 47.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.7 36.2 31.9 44.1 42.5 38.1 29.0 29.0 37.4 47.6 47.6 47.6 LOS by Move: D D C D D D C C D D D D
HCM2kAvgQ: 8 8 2 1 10 5 4 4 13 9 9 9
Note: Queue reported is the number of cars per lane.

Page 872 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 36 878*** 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: 0.307 1 39
0 Avg Crit Del (sec/veh): 22.8 0
106 1 Avg Delay (sec/veh): 23.4 1 166***
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 64*** 660 73
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: 64 660 73 26 878 36 38 24 106 166 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: 64 660 73 26 878 36 38 24 106 166 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: 64 660 73 26 878 36 38 24 106 166 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: 64 660 73 26 878 36 38 24 106 166 39 65
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 660 73 26 878 36 38 24 106 166 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: 64 660 73 26 878 36 38 24 106 166 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 0.12 0.04 0.01 0.15 0.02 0.02 0.01 0.06 0.09 0.02 0.04 Crit Moves: **** **** ****
Green Time: 15.0 52.8 52.8 25.3 63.1 63.1 38.9 38.9 53.9 38.9 38.9 64.2 Volume/Cap: 0.31 0.28 0.10 0.07 0.31 0.04 0.07 0.04 0.14 0.31 0.07 0.07 Delay/Veh: 51.6 24.1 22.3 40.9 18.6 16.0 30.8 30.5 22.1 33.6 30.8 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: 51.6 24.1 22.3 40.9 18.6 16.0 30.8 30.5 22.1 33.6 30.8 15.8 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 873 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 27 612 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: 0.277 1 8
0 Avg Crit Del (sec/veh): 11.6 0
107 1 Avg Delay (sec/veh): 15.3 1 77***
LOS: B
Lanes: 1 0 3 0 1
Base+Add Vol: 62 1075*** 121
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: 62 1075 121 42 612 27 34 34 107 77 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: 62 1075 121 42 612 27 34 34 107 77 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: 62 1075 121 42 612 27 34 34 107 77 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: 62 1075 121 42 612 27 34 34 107 77 8 28
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 1075 121 42 612 27 34 34 107 77 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: 62 1075 121 42 612 27 34 34 107 77 8 28
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.19 0.07 0.02 0.11 0.02 0.02 0.02 0.06 0.04 0.00 0.02 Crit Moves: **** **** ****
Green Time: 32.4 81.6 81.6 10.4 59.6 59.6 19.0 19.0 51.4 19.0 19.0 29.4 Volume/Cap: 0.13 0.28 0.10 0.28 0.22 0.03 0.12 0.11 0.14 0.28 0.03 0.07 Delay/Veh: 33.3 7.6 6.6 52.3 17.1 15.5 43.5 43.4 21.0 45.0 42.7 34.8 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: 33.3 7.6 6.6 52.3 17.1 15.5 43.5 43.4 21.0 45.0 42.7 34.8 LOS by Move: C A A D B B D D C D D C
HCM2kAvgQ: 2 5 2 2 4 1 1 1 3 3 0 1
Note: Queue reported is the number of cars per lane.

Page 874 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 36 883*** 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: 0.308 1 39
0 Avg Crit Del (sec/veh): 22.7 0
106 1 Avg Delay (sec/veh): 23.3 1 166***
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 64*** 671 73
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: 64 671 73 26 883 36 38 24 106 166 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: 64 671 73 26 883 36 38 24 106 166 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: 64 671 73 26 883 36 38 24 106 166 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: 64 671 73 26 883 36 38 24 106 166 39 65
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 671 73 26 883 36 38 24 106 166 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: 64 671 73 26 883 36 38 24 106 166 39 65
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.12 0.04 0.01 0.15 0.02 0.02 0.01 0.06 0.09 0.02 0.04 Crit Moves: **** **** ****
Green Time: 14.9 53.2 53.2 25.1 63.3 63.3 38.8 38.8 53.7 38.8 38.8 63.8 Volume/Cap: 0.31 0.28 0.10 0.07 0.31 0.04 0.07 0.04 0.14 0.31 0.07 0.07 Delay/Veh: 51.6 23.9 22.0 41.1 18.5 15.9 30.9 30.6 22.2 33.7 30.9 16.0 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: 51.6 23.9 22.0 41.1 18.5 15.9 30.9 30.6 22.2 33.7 30.9 16.0 LOS by Move: D C C D B B C C C C C B
HCM2kAvgQ: 3 6 2 1 7 1 1 1 3 5 1 1
Note: Queue reported is the number of cars per lane.

Page 875 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 27 623 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: 0.279 1 8
0 Avg Crit Del (sec/veh): 11.5 0
107 1 Avg Delay (sec/veh): 15.2 1 77***
LOS: B
Lanes: 1 0 3 0 1
Base+Add Vol: 62 1084*** 121
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: 62 1084 121 42 623 27 34 34 107 77 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: 62 1084 121 42 623 27 34 34 107 77 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: 62 1084 121 42 623 27 34 34 107 77 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: 62 1084 121 42 623 27 34 34 107 77 8 28
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 1084 121 42 623 27 34 34 107 77 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: 62 1084 121 42 623 27 34 34 107 77 8 28
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.19 0.07 0.02 0.11 0.02 0.02 0.02 0.06 0.04 0.00 0.02 Crit Moves: **** **** ****
Green Time: 32.0 81.8 81.8 10.3 60.0 60.0 18.9 18.9 51.0 18.9 18.9 29.2 Volume/Cap: 0.13 0.28 0.10 0.28 0.22 0.03 0.12 0.11 0.14 0.28 0.03 0.07 Delay/Veh: 33.5 7.6 6.6 52.4 16.9 15.2 43.6 43.5 21.2 45.1 42.8 34.9 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: 33.5 7.6 6.6 52.4 16.9 15.2 43.6 43.5 21.2 45.1 42.8 34.9 LOS by Move: C A A D B B D D C D D C
HCM2kAvgQ: 2 5 2 2 4 1 1 1 3 3 0 1
Note: Queue reported is the number of cars per lane.

Page 876 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 31 816 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: 0.060 0 0
0 Avg Crit Del (sec/veh): 0.2 0
35 1 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1113 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 1113 0 0 816 31 0 0 35 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 1113 0 0 816 31 0 0 35 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 1113 0 0 816 31 0 0 35 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 1113 0 0 816 31 0 0 35 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1113 0 0 816 31 0 0 35 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 424 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 585 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 585 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.06 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 11.6 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 11.6 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 877 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 64 1171 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: 0.096 0 0
0 Avg Crit Del (sec/veh): 0.2 0
42 1 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1408 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 1408 0 0 1171 64 0 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: 0 1408 0 0 1171 64 0 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: 0 1408 0 0 1171 64 0 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: 0 1408 0 0 1171 64 0 0 42 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1408 0 0 1171 64 0 0 42 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 618 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 437 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 437 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.10 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.3 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 14.1 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 14.1 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 878 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 48 834 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: 0.160 0 0
0 Avg Crit Del (sec/veh): 0.5 0
91 1 Avg Delay (sec/veh): 0.5 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1148 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 1148 0 0 834 48 0 0 91 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 1148 0 0 834 48 0 0 91 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 1148 0 0 834 48 0 0 91 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 1148 0 0 834 48 0 0 91 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1148 0 0 834 48 0 0 91 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 441 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 570 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 570 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 12.5 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 12.5 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 879 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 109 1213 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: 0.232 0 0
0 Avg Crit Del (sec/veh): 0.5 0
95 1 Avg Delay (sec/veh): 0.5 0 0
LOS: C
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1478 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 1478 0 0 1213 109 0 0 95 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 1478 0 0 1213 109 0 0 95 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 1478 0 0 1213 109 0 0 95 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 1478 0 0 1213 109 0 0 95 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1478 0 0 1213 109 0 0 95 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 661 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 410 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 410 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.23 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0.9 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 16.4 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * C * * *
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 16.4 xxxxxx
ApproachLOS: * * C *
Note: Queue reported is the number of cars per lane.

Page 880 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative AM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 851 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: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1113 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 1113 0 0 851 0 0 0 0 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 1113 0 0 851 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 1113 0 0 851 0 0 0 0 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 1113 0 0 851 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1113 0 0 851 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 426 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 583 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 583 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * *
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 xxxxxx xxxxxx
ApproachLOS: * * * *
Note: Queue reported is the number of cars per lane.

Page 881 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumulative PM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 1213 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: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1408 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 1408 0 0 1213 0 0 0 0 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 1408 0 0 1213 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 1408 0 0 1213 0 0 0 0 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 1408 0 0 1213 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1408 0 0 1213 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 607 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 445 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 445 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * *
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 xxxxxx xxxxxx
ApproachLOS: * * * *
Note: Queue reported is the number of cars per lane.

Page 882 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj AM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 21 904 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: 0.049 0 0
0 Avg Crit Del (sec/veh): 0.2 0
27 1 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1148 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 1148 0 0 904 21 0 0 27 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 1148 0 0 904 21 0 0 27 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 1148 0 0 904 21 0 0 27 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 1148 0 0 904 21 0 0 27 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1148 0 0 904 21 0 0 27 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 463 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 552 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 552 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 11.9 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 883 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 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)
Cumul+Prj PM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 48 1260 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: 0.060 0 0
0 Avg Crit Del (sec/veh): 0.1 0
25 1 Avg Delay (sec/veh): 0.1 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1478 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 1478 0 0 1260 48 0 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: 0 1478 0 0 1260 48 0 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: 0 1478 0 0 1260 48 0 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: 0 1478 0 0 1260 48 0 0 25 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1478 0 0 1260 48 0 0 25 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 654 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 414 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 414 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.06 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 14.3 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 14.3 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 884 ends

ITEM NO. 1.
.

Appendix E
List of Approved and Pending Projects (Los Gatos)

Page 885 ends

ITEM NO. 1.

May 21, 2024
Town’s Recently Approved & Pending Projects:
 405 Alberto Way (not yet approved) – 600 sf commercial, 52 residential units.  400 Blossom Hill Road (approved; under construction) – 78 assisted living units; 36 memory care units.
 16195 George St (approved, under construction) – 4 units (removal of 1, replacement with 4 – 3 new).
 16100 Greenridge Terrace (approved; not yet in construction) – 8-lot residential subdivision.  14859, 14917, and 14925 Los Gatos Boulevard; 16250, 16260, 16270, and 16392 Burton Road; and Assessor Parcel Number 424-07-116 (North 40 Phase II) (not yet approved) – 15,014 sq ft sq ft commercial, 450 residential units.
 14849 Los Gatos Boulevard (not yet approved) – 19,621 sq ft sq ft commercial, 117 residential units.  14926 Los Gatos Blvd (not yet approved) – 6,100 sf commercial (no office) and 5 apartment units.  15300 & 15330 Los Gatos Boulevard (not yet approved) – 42,383 sq ft commercial (no office) and 182 residential units.
 15349-15367 Los Gatos Boulevard (not yet approved) – 55 residential units.  15475 LGB (approved; not yet under construction) – adding drive-thru to 4,700 sf existing restaurant.
 15600-15659 Los Gatos Boulevard (approved; not yet under construction) – New grocery store (40,190 sq ft) (Whole Foods).
 16212 Los Gatos Blvd (PD approved, A&S approved; not yet in construction) – 10,269 sf new commercial building and remodel and addition to existing commercial building (3,023 sf).  16492 Los Gatos Boulevard (not yet approved) – 1,695 sq ft sq ft office, 10 residential units.  50 Los Gatos-Saratoga (not yet approved) – 154 residential units.  143-151 E. Main St (not yet approved) – 2,456 sq ft of commercial, 26 residential units.  105 Newell (approved; not yet in construction) – 4 new SFR.  North 40 (approved; under construction) – (see attached).  120 Oak Meadow (not yet approve) – subdivision and A&S resulting in 1 new unit.  45 Reservoir Rd (not yet approved) – one new SFR on vacant property.  14915 Shannon Road (not yet approved) – 9-lot residential subdivision.  101 S. Santa Cruz Ave (not yet approved) – 58 residential units.  400 Surmont Drive (subdivision approved, two new single-family houses approved, building permits ready to be issued but haven’t yet) – subdivision of one parcel into 3 with approval of 2 new singlefamily homes on each vacant parcel.  258 Union Ave (completed) – mixed-use building (3 condos + commercial office), 6 detached singlefamily condos.  15975 Union Ave (completed) – 3 single-family residences.  15860 Winchester Blvd (approved; not yet under construction) - replace three existing single-family homes with an assisted living and memory care facility providing 107 assisted living units and 18 memory care units.

Page 886 ends

ITEM NO. 1.

May 21, 2024
 110 Wood Road (not yet approved) – 187 units replacing the existing (now closed) senior care facility.

Page 887 ends

ITEM NO. 1.
.

Appendix F
List of Approved and Pending Projects Used for Analysis

Page 888 ends

ITEM NO. 1.

Project Name Project Description
Approved Projects (Background)
1700 Dell Avenue (Campbell) 161,870 s.f. office
16160 E Mozart Avenue (Campbell) 4 single-family residential units Samaritian Medical Expansion (SJ ATI) 750,000 s.f. hospital 400 Blossom Hill Road 78 assisted living units, 36 memory care units 16212 Los Gatos Boulevard 10,269 s.f. commercial
North 40 Phase I 83 d.u. single-family units, 187 d.u. apartments, 50 d.u. senior housing, 57,500 s.f. commercial/retail
15475 Los Gatos Boulevard add drive-thru to existing 4,700 s.f. commercial 15860 Winchester Boulevard 107 assisted living units, 18 memory care units 15600-15659 Los Gatos Boulevard 40,190 s.f. grocery store Pending Projects (Cumulative)
Good Samaritan Hospital (SJ Pending)1 200,000 s.f. medical office, 15 hospital beds 14926 Los Gatos Boulevard 3,100 s.f. commercial, 5 d.u. multi-family units 14849 Los Gatos Boulevard 120 d.u. multi-family units, 18,817 s.f. commercial, 2,391 s.f. restaurant
15300-15330 Los Gatos Boulevard 42,383 s.f. commercial, 182 d.u. multi-family units 15349-15376 Los Gatos Boulevard 55 d.u. townhomes
North 40 Specific Plan Undeveloped Sites 103 d.u. residential Notes:
1 Project is approved as of November 2024, but is after existing conditions date. This project remains a pending projects for the purposes of this study.

Page 889 ends

ITEM NO. 1.
.

Appendix G
Level of Service Calculations for Burton/Turner Access

Page 890 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:17:22 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 Unsignalized (Future Volume Alternative)
Cumul+Prj AM
Intersection #1023: Burton/Turner Access (Cumulative+P Only) Signal=Stop/Rights=Include
Base+Add Vol: 17 0 10
Lanes: 0 0 1! 0 0
Signal=Uncontrol Signal=Uncontrol
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 7
0 Loss Time (sec): 0
0 40 1! Critical V/C: 0.016 1! 6
0 Avg Crit Del (sec/veh): 2.9 0
0 0 Avg Delay (sec/veh): 2.9 0 0
LOS: A
Lanes: 0 0 0 0 0
Base+Add Vol: 0 0 0
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 0 10 0 17 0 40 0 0 6 7
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 10 0 17 0 40 0 0 6 7
Added Vol: 0 0 0 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 10 0 17 0 40 0 0 6 7
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 10 0 17 0 40 0 0 6 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 0 10 0 17 0 40 0 0 6 7
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Critical Gp:xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module:

Cnflict Vol: xxxx xxxx xxxxx 50 50 10 xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 965 846 1078 xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 965 846 1078 xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.01 0.00 0.02 xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 1033 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 8.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * * * * * * *
ApproachDel: xxxxxx 8.6 xxxxxx xxxxxx
ApproachLOS: * A * *
Note: Queue reported is the number of cars per lane.

Page 891 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:17:22 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 Unsignalized (Future Volume Alternative)
Cumul+Prj PM
Intersection #1023: Burton/Turner Access (Cumulative+P Only) Signal=Stop/Rights=Include
Base+Add Vol: 10 0 6
Lanes: 0 0 1! 0 0
Signal=Uncontrol Signal=Uncontrol
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 17
0 Loss Time (sec): 0
0 26 1! Critical V/C: 0.009 1! 6
0 Avg Crit Del (sec/veh): 2.1 0
0 0 Avg Delay (sec/veh): 2.1 0 0
LOS: A
Lanes: 0 0 0 0 0
Base+Add Vol: 0 0 0
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 0 6 0 10 0 26 0 0 6 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: 0 0 0 6 0 10 0 26 0 0 6 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: 0 0 0 6 0 10 0 26 0 0 6 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: 0 0 0 6 0 10 0 26 0 0 6 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 0 6 0 10 0 26 0 0 6 17
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx 41 41 15 xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 976 855 1071 xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 976 855 1071 xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.01 0.00 0.01 xxxx xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 1033 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx 0.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx 8.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * * * * * * *
ApproachDel: xxxxxx 8.5 xxxxxx xxxxxx
ApproachLOS: * A * *
Note: Queue reported is the number of cars per lane.

Page 892 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:17:22 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
FHWA Roundabout (Future Volume Alternative)
Cumul+Prj AM
Intersection #2023: Burton/Turner RAB (Cumulative+P Only) Signal=Yield/Rights=Include
Base+Add Vol: 17 0 10
Lanes: 0 0 1 0 0
Signal=Yield Signal=Yield
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 7
0 Loss Time (sec): 0
0 40 1 Critical V/C: 0.033 1 6
0 Avg Crit Del (sec/veh): 3.1 0
0 0 Avg Delay (sec/veh): 3.1 0 0
LOS: A
Lanes: 0 0 0 0 0
Base+Add Vol: 0 0 0
Signal=Yield/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 10 0 17 0 40 0 0 6 7
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 10 0 17 0 40 0 0 6 7
Added Vol: 0 0 0 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 10 0 17 0 40 0 0 6 7
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 10 0 17 0 40 0 0 6 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 10 0 17 0 40 0 0 6 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 10 0 17 0 40 0 0 6 7
------------|---------------||---------------||---------------||---------------| PCE Module:

AutoPCE: 0 0 0 10 0 17 0 40 0 0 6 7
TruckPCE: 0 0 0 0 0 0 0 0 0 0 0 0
ComboPCE: 0 0 0 0 0 0 0 0 0 0 0 0
BicyclePCE: 0 0 0 0 0 0 0 0 0 0 0 0
AdjVolume: 0 0 0 10 0 17 0 40 0 0 6 7
------------|---------------||---------------||---------------||---------------| Delay Module: >> Time Period: 0.25 hours <<
CircVolume: 50 6 10 0
MaxVolume: xxxxxx 1197 1195 1200
PedVolume: 0 0 0 0
AdjMaxVol: xxxxxx 1197 1195 1200
ApproachVol: xxxxxx 27 40 13
ApproachV/C: 1.00 0.02 0.03 0.01
ApproachDel: xxxxxx 3.1 3.1 3.0
ApproachLOS: * A A A
Queue: xxxx 0.1 0.1 0.0

Page 893 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:17:22 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
FHWA Roundabout (Future Volume Alternative)
Cumul+Prj PM
Intersection #2023: Burton/Turner RAB (Cumulative+P Only) Signal=Yield/Rights=Include
Base+Add Vol: 10 0 6
Lanes: 0 0 1 0 0
Signal=Yield Signal=Yield
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 100
0 17
0 Loss Time (sec): 0
0 26 1 Critical V/C: 0.022 1 6
0 Avg Crit Del (sec/veh): 3.1 0
0 0 Avg Delay (sec/veh): 3.1 0 0
LOS: A
Lanes: 0 0 0 0 0
Base+Add Vol: 0 0 0
Signal=Yield/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 6 0 10 0 26 0 0 6 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: 0 0 0 6 0 10 0 26 0 0 6 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: 0 0 0 6 0 10 0 26 0 0 6 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: 0 0 0 6 0 10 0 26 0 0 6 17
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 6 0 10 0 26 0 0 6 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: 0 0 0 6 0 10 0 26 0 0 6 17
------------|---------------||---------------||---------------||---------------| PCE Module:

AutoPCE: 0 0 0 6 0 10 0 26 0 0 6 17
TruckPCE: 0 0 0 0 0 0 0 0 0 0 0 0
ComboPCE: 0 0 0 0 0 0 0 0 0 0 0 0
BicyclePCE: 0 0 0 0 0 0 0 0 0 0 0 0
AdjVolume: 0 0 0 6 0 10 0 26 0 0 6 17
------------|---------------||---------------||---------------||---------------| Delay Module: >> Time Period: 0.25 hours <<
CircVolume: 32 6 6 0
MaxVolume: xxxxxx 1197 1197 1200
PedVolume: 0 0 0 0
AdjMaxVol: xxxxxx 1197 1197 1200
ApproachVol: xxxxxx 16 26 23
ApproachV/C: 1.00 0.01 0.02 0.02
ApproachDel: xxxxxx 3.0 3.1 3.1
ApproachLOS: * A A A
Queue: xxxx 0.0 0.1 0.1

Page 894 ends

ITEM NO. 1.
.

Appendix H
Collision Data

Page 895 ends

ITEM NO. 1.

Item Name Description Possible Values
Collision Date the date when the collision occurred
Collision Time the time when the collision occurred
(24 hour time)
Primary Rd primary road
Secondary Rd secondary road
Intersection whether the collision occurred at an
intersection
Y - Intersection
N - Not Intersection
Collision Severity the injury level severity of the collision Blank - Not stated (highest level of injury in collision)
1 - Fatal
2 - Injury (Severe)
3 - Injury (Other Visible)
4 - Injury (Complaint of Pain)
0 - PDO
Killed victims counts victims in the collision with degree of injury of 1
0 to N for each collision
Injured victims counts victims in the collision with degree of injury of 2, 3, or 4
0 to N for each collision
Party Count counts total parties in the collision 1 to N for each collision Primary Collision
Factor
primary reason for collision A - (Vehicle) Code Violation B - Other Improper Driving
C - Other Than Driver
D - Unknown
E - Fell Asleep
- - Not Stated
Hit And Run F - Felony
M - Misdemeanor
N - Not Hit and Run
Type of Collision type of collision A - Head-On
B - Sideswipe
C - Rear End
D - Broadside
E - Hit Object
F - Overturned
G - Vehicle/Pedestrian Pedestrian
Collision
indicates whether the collision involved a
pedestrian
Y or blank
Bicycle Collision indicates whether the collision involved a bicycle
Y or blank
Motorcycle
Collision
indicates whether the collision involved a
motorcycle
Y or blank
Truck Collision indicates whether the collision involved a big truck
Y or blank
Collision Data Information

Page 896 ends

ITEM NO. 1.

COLLISION
_DATE
COLLISION_
TIME
PRIMARY_RD SECONDARY_R
D
COLLISION_

SEVERITY
NUMBER_
KILLED
NUMBER_I
NJURED
PARTY_
COUNT
PRIMARY_COLL_
FACTOR
HIT_AND_
RUN
TYPE_OF_C

OLLISION

PEDESTRIAN
_ACCIDENT
BICYCLE_

ACCIDENT

MOTORCYCLE
_ACCIDENT
TRUCK_A

CCIDENT
2/21/2023 1323 16500 LARK
AVE

HIGHLAND
OAKS DR 2 0 1 2 A N G Y
12/5/2021 1437 CHARTER OAKS
DR LARK AVE 4 0 1 2 A N H Y
5/20/2018 1041

LARK AV

HIGHLAND
OAKS DR 4 0 1 3 A N C
11/11/2017 1831

LARK AV

GARDEN HILL
DR 3 0 2 2 A N D
12/27/2018 1340

LARK AV

CHARTER OAKS
DR 4 0 3 2 A N D
8/8/2018 914 LARK AV MILL RD 4 0 1 3 A N C
5/17/2016 1305

LARK AV

CHARTER OAKS
DR 4 0 1 2 A N B
3/1/2016 1650

LARK AV

CHARTER OAKS
DR 4 0 1 2 A N D Y
3/31/2015 1240

LARK AV
ARROYO
GRANDE 3 0 1 1 C N H Y
3/12/2019 1749

LARK AV

GARDEN HILL
DR 4 0 1 3 A N C
10/15/2015 804

LARK AV

HIGHLAND
OAKS DR 4 0 1 3 A N C
10/19/2019 1437

LARK AV

WINCHESTER
BL 4 0 1 2 A F C
11/1/2015 1403

LARK AV
ARROYO
GRANDE WY 3 0 1 1 C N E Y
4/13/2018 1815

LARK AV

CHARTER OAKS
RD 4 0 1 2 A N C
8/28/2019 1318

LARK AV

HIGHLAND
OAKS DR 4 0 1 2 A N D
6/24/2015 857

LARK AV

WINCHESTER
BL 4 0 1 2 A N C
4/12/2015 1134

LARK AV
ARROYO
GRANDE WY 3 0 1 1 A N E Y
2/28/2016 2138

LARK AV

GARDEN HILL
DR 4 0 1 2 A N A
7/12/2017 1422

LARK AV

HIGHLAND
OAKS DR 3 0 1 4 A F C
8/24/2017 1559 LARK AV GARDEN HILL 4 0 2 2 A N C
10/10/2018 1736 LARK AV OKA RD 4 0 2 3 A N C
1/24/2020 752

LARK AV
ARROYO
GRANDE WY 4 0 1 2 A N D
6/19/2014 1727

LARK AV
ARROYO
GRANDE 4 0 1 1 D N H Y
7/29/2019 1339

LARK AV

HIGHLAND
OAKS DR 4 0 1 2 A N D
5/29/2019 1529

LARK AV

GARDEN HILL
DR 4 0 1 2 A N A
11/15/2023 1755 LARK AVE HIGHWAY 17 3 0 1 1 A N E
5/19/2022 1535 LARK AVE OKA RD 3 0 1 2 A N H Y
4/28/2023 2025

LARK AVE
NB HWY 17 ONRAMP 2 0 1 2 D F H Y
11/28/2022 730

LARK AVE

GARDEN HILL
DRIVE 3 0 3 3 A N C
7/26/2022 808

LARK AVE

UNIVERSITY
AVE 3 0 1 2 A N H Y
6/30/2023 825

LARK AVE

WINCHESTER
BLVD 3 0 1 2 A N C
2/3/2023 532 LARK AVE HIGHWAY 17 3 0 1 1 A N E
3/22/2023 2139 LARK AVE HWY 17 S 3 0 1 3 A N D
10/12/2021 1916 LARK AVE HWY 17 3 0 1 2 A N A
1/10/2022 931

LARK AVE
ARROYO
GRANDE 3 0 1 2 A N A Y
9/23/2022 1554

LARK AVENUE
WCL

EXTENSION

LOS GATOS
BLVD 3 0 1 2 A N B Y

Page 897 ends

ITEM NO. 1.

COLLISION
_DATE
COLLISION_
TIME
PRIMARY_RD SECONDARY_R
D
COLLISION_

SEVERITY
NUMBER_
KILLED
NUMBER_I
NJURED
PARTY_
COUNT
PRIMARY_COLL_
FACTOR
HIT_AND_
RUN
TYPE_OF_C

OLLISION

PEDESTRIAN
_ACCIDENT
BICYCLE_

ACCIDENT

MOTORCYCLE
_ACCIDENT
TRUCK_A

CCIDENT
12/1/2020 1715

LARK AVENUE

WINCHESTER
BLVD 3 0 1 2 A N D
11/24/2020 1411

LARK AVENUE

CHARTER OAKS
DRIVE 3 0 1 2 A N D
1/19/2016 1243 LOS GATOS BL GATEWAY AV 4 0 1 5 A N C
10/2/2018 1416

LOS GATOS BL

TERRENO DE
FLORES LN 4 0 3 2 A N C
12/5/2018 1741

LOS GATOS BL

CAMINO DEL
SOL 4 0 1 2 A N D
8/7/2015 745 LOS GATOS BL LARK AV 4 0 2 2 A N D
2/9/2018 1122
LOS GATOS BL SAMARITAN DR 4 0 3 2 A N D
10/16/2017 1440 LOS GATOS BL LARK AV 4 0 2 3 A N C
2/5/2017 1948
LOS GATOS BL SAMARITAN DR 4 0 1 3 A N C
6/5/2018 1619

LOS GATOS BL

TERRENO DE
FLORES LN 4 0 1 2 A N D
4/21/2017 1344
LOS GATOS BL SAMARITAN WY 3 0 1 2 A N D
4/1/2019 1044 LOS GATOS BL LARK AV 4 0 1 2 A N D
5/19/2020 1804 LOS GATOS BL LARK AV 4 0 3 2 A N A
6/20/2016 1746
LOS GATOS BL SAMARITAN DR 3 0 1 2 A N C Y
12/19/2019 2326 LOS GATOS BL LARK AV 4 0 1 2 A N C
3/19/2014 1251
LOS GATOS BL SAMARITAN DR 4 0 1 3 A N C
7/21/2014 1801

LOS GATOS BL

CAMINO DEL
SOL 4 0 1 2 A N D
11/29/2017 1343
LOS GATOS BL SAMARITAN DR 4 0 1 2 A N D Y
5/17/2018 1637 LOS GATOS BL BENNETT WY 2 0 1 2 A N B Y
1/30/2017 1537

LOS GATOS BL

TERRENO DE
FLORES 4 0 1 4 A N C
12/21/2016 1516

LOS GATOS BL

CAMINO DEL
SOL 4 0 1 2 A N D
2/14/2014 1425 LOS GATOS BL BENNETT WY 4 0 1 2 A N C
8/11/2016 1238 LOS GATOS BL BENNETT WY 4 0 1 2 A N D
3/7/2016 1118
LOS GATOS BL SAMARITAN DR 4 0 1 2 A N D
8/22/2015 1924 LOS GATOS BL BURTON RD 3 0 1 2 A N B Y
6/3/2014 1702 LOS GATOS BL LARK AV 3 0 1 2 A N D Y
7/27/2017 1604 LOS GATOS BL LARK AV 4 0 2 2 A N C
11/23/2020 1150 LOS GATOS
BLVD

ECL OF LARK
AVENUE 3 0 1 2 A N D
9/27/2023 1355 LOS GATOS
BLVD LARK AVE 3 0 1 3 A N C
5/1/2023 1235 LOS GATOS
BLVD SAMARITAN 3 0 2 2 A F C
8/10/2021 1650 LOS GATOS
BLVD
WALKER
STREET 3 0 1 2 A N C
1/5/2021 1225 LOS GATOS
BLVD BENNETT WAY 3 0 1 2 A N D
10/7/2020 1408 LOS GATOS
BLVD LARK AVE 3 0 2 2 A N D
5/28/2019 2029
SAMARITAN DR LOS GATOS BL 4 0 2 2 A N D
9/17/2021 614

SAMARITAN DR

LOS GATOS
BLVD 3 0 2 2 A N A
4/20/2017 1432
UNIVERSITY AV LARK AV 4 0 1 1 A N E
7/4/2019 843
UNIVERSITY AV LARK AV 3 0 1 1 A N A
1/11/2019 1840 WINCHESTER
BL LARK AV 4 0 2 3 A N D
6/27/2020 1453 WINCHESTER
BL LARK AV 4 0 3 2 A N C

Page 898 ends

ITEM NO. 1.

COLLISION
_DATE
COLLISION_
TIME
PRIMARY_RD SECONDARY_R
D
COLLISION_

SEVERITY
NUMBER_
KILLED
NUMBER_I
NJURED
PARTY_
COUNT
PRIMARY_COLL_
FACTOR
HIT_AND_
RUN
TYPE_OF_C

OLLISION

PEDESTRIAN
_ACCIDENT
BICYCLE_

ACCIDENT

MOTORCYCLE
_ACCIDENT
TRUCK_A

CCIDENT
7/15/2020 1908 WINCHESTER
BL LARK AV 3 0 1 2 A N B Y
3/10/2015 1540 WINCHESTER
BL LARK AV 4 0 1 1 A N E
7/5/2015 1559 WINCHESTER
BL LARK AV 2 0 1 2 A N H Y
7/16/2022 2349 WINCHESTER
BLVD LARK AVE 4 0 1 1 A N E

Page 899 ends

ITEM NO. 1.

PREPARED BY: Jocelyn Shoopman
Senior Planner
Reviewed by: Planning Manager and Community Development Director 110 E. Main Street Los Gatos, CA 95030 ● (408) 354-6872 www.losgatosca.gov

TOWN OF LOS GATOS

PLANNING COMMISSION
REPORT
MEETING DATE: 04/30/2025
ITEM NO: 1

DESK ITEM
DATE: April 30, 2025
TO: Planning Commission
FROM: Joel Paulson, Community Development Director
SUBJECT: Consider a Request to Construct a Mixed-Use Residential Development (450 Units), a Vesting Tentative Map, Site Improvements Requiring a Grading Permit, and Removal of Large Protected Trees Under Senate Bill 330 (SB 330) on Property Zoned North Forty Specific Plan: Housing Element Overlay Zone.

Located at 14859, 14917, 14925, and 16392 Los Gatos Boulevard; 16250, 16260, and 16270 Burton Road; and Assessor Parcel Number 424-07-116.

APNs 424-07-009, -052, -053, -081, -094, -095, -115, and -116. Architecture and Site Application S-23-031 and Subdivision Application M-23-005. Property Owner: Yuki Farms LLC. Applicant: Grosvenor Property Americas c/o Steve Buster. Project Planner: Jocelyn Shoopman.

REMARKS:

Exhibit 19 includes additional public comments received between 11:01 a.m., Tuesday, April 29, 2025, and 11:00 a.m., Wednesday, April 30, 2025.

Exhibit 20 includes additional correspondence from the applicant.

An additional parking table with information regarding the parking requirements under State Density Bonus Law has been provided on the following page.

Page 900 ends

ITEM NO. 1.

PAGE 2 OF 3
SUBJECT: 14859, 14917, 14925, and 16392 Los Gatos Boulevard; 16250, 16260, and 16270 Burton Road; and Assessor Parcel Number 424-07-116/S-23-031 and M-23-005 DATE: April 30, 2025
EXHIBITS:

Exhibits previously received with the April 25, 2025, Staff Report:

1. Location Map

2. Letter of Justification with Proposed Density Bonus Concessions, Waivers, and Parking Reductions

3. Consulting Architect’s Report

4. Applicant’s Response to Consulting Architect’s Report

5. Final Arborist Report

6. Neighbor Outreach Summary

7. Visual Renderings

8. Objective Design Standards Checklist
Proposed Uses State Density Bonus Law
Parking Requirements Parking
(Applies to Residential)
Commercial: Based on Town Code for
Downtown
Retail/Commercial Shop (Bldg. I1) 1/300 gross square feet 4,800 sq. ft.

Retail/Commercial Shop (Bldg. J) 1/300 gross square feet 2,400 sq. ft.

Retail/Commercial Shop (Bldg. E1) 1/300 gross square feet 7,874 sq. ft.

Total Commercial Parking Required: 51 Spaces
Residential:

Studio Unit 1 space 13 Units
One Bedroom Unit 1 space 130 Units
Two Bedroom Unit 1.5 spaces 141 Units
Three Bedroom Unit 1.5 spaces 46 Units
Four Bedroom Unit 2.5 spaces 52 Units
Rental Project 100% Affordable to
Lower Income, within ½ Mile of an
Accessible Transit Stop
0 spaces per unit 68 Units
Total Residential Parking Required under SDBL: 554 Spaces Total Required Parking: 605 Spaces
Project Parking Provided:

Off-Street Parking 137
Two-Story Garage (Bldg. E1) 363
Parking Lot (Bldg. I1) 14
Residential Garages 254
Total New Parking Spaces 768 Spaces

Page 901 ends

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PAGE 3 OF 3
SUBJECT: 14859, 14917, 14925, and 16392 Los Gatos Boulevard; 16250, 16260, and 16270 Burton Road; and Assessor Parcel Number 424-07-116/S-23-031 and M-23-005 DATE: April 30, 2025

9. Public Comments Received by 11:00 a.m., Friday, April 25, 2025

10. Transportation Analysis Report

11. Development Plans, Part 1

12. Development Plans, Part 2

13. Development Plans, Part 3

14. Development Plans, Parts 4 through 6

15. Development Plans, Parts 7 through 9

16. Development Plans, Parts 10 through 11
Exhibits previously received with the April 29, 2025, Addendum Report:

17. Public Comments Received Between 11:01 a.m., Friday, April 25, 2025, and 11:00 a.m., Tuesday, April 29, 2025

18. Full Transportation Analysis Report
Exhibits received with this Desk Item Report:

19. Public Comments Received Between 11:01 a.m., Tuesday, April 29, 2025, and 11:00 a.m., Wednesday, April 30, 2025

20. Additional Correspondence from the Applicant

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From: Kristine McCann
Sent: Tuesday, April 29, 2025 11:25 AM
To: Planning <[email protected]>
Subject: Letter of Support
[EXTERNAL SENDER]
Hello,
Please add my letter of support for the North 40 Phase II Development.

Many thanks,
Kris McCann
Kris McCann, Executive Director
Bay Area Housing Corporation
101 Church Street, #4
Los Gatos, CA. 95030
www.BAHC1.org
EXHIBIT 19

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The proposal delivers on Los Gatos’ commitment to affordable housing. After years of market-rate development, it is refreshing to see meaningful progress toward housing for all income levels. This project directly responds to the town’s long-standing necessity of creating more inclusive and accessible housing opportunities.

The inclusion of at least 16 units for individuals with IDD is especially critical. Adults with IDD often face some of the steepest barriers to housing access, despite their strong ties to our community. This project offers them the chance to live independently with dignity, near their families and the services they rely on. These are residents who grew up here, attended our schools, and now deserve the opportunity to thrive in their hometown. Additionally, these individuals would receive onsite support from Housing Choices, a vendor of San Andreas Regional Center, to ensure they are stable in their unit. These services are different than their individual supportive services such as Independent Living Services and Supported Living Services.

People with developmental disabilities have the legal right to live in community based settings, not institutions, under the Lanterman Act and the Americans with Disabilities Act (ADA). Without affordable housing like Los Gatos North 40 Phase II, many individuals with IDD cannot fully enjoy these rights.

This project plays a critical role in ensuring the Town of Los Gatos meets its legal obligations under state housing law, including compliance with its certified Housing Element and Senate Bill 330 (SB 330). Approval of the North 40 Phase II development provides a clear demonstration to the California Department of Housing and Community Development (HCD) that Los Gatos is taking thoughtful steps to fulfill its affordable housing obligations. Advancing this project reduces the risk of state intervention, such as the imposition of the builder’s remedy, and strengthens the Town’s position in maintaining local land use authority while aligning with state priorities for fair, inclusive, and accessible housing.

The need is urgent. Many other local families are aging and worry about what will happen to their loved ones with disabilities in the future.

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I urge the Planning Commission to approve this development and ensure that the IDD-designated units and affordable housing components are preserved and prioritized as the project moves forward.

Thank you for your commitment in addressing the urgent need for affordable and inclusive housing in our community.

Sincerely,
Kris McCann
Kris McCann, Executive
Director Bay Area Housing
Corporation 101 Church
Street, #4
Los Gatos, CA. 95030

www.BAHC1.org

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From: Sarah Verity
Sent: Tuesday, April 29, 2025 12:49 PM
To: Planning <[email protected]>
Subject: April 30, 2025 Public Comment Item #1
[EXTERNAL SENDER]
Good Afternoon,
Please see the attached letter of support for tomorrow’s Planning Commission Meeting.

Thank you,
Sarah Verity (she / her)
Vice President, Board Relations and Legislative Affairs 350 Twin Dolphin Drive, Suite 123
Redwood City, CA 94065
abilitypath.org
Via Services is now affiliated with AbilityPath, thriving together to provide a lifetime of opportunities for individuals with developmental disabilities. Learn more at abilitypath.org/affiliationFAQ.

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Re: April 30, 2025 Public Comment Item #1
Dear Planning Commissioners,
I am writing on behalf of AbilityPath to express my strong support for the North 40 Phase II Development, particularly the inclusion of affordable housing and designated units for adults with intellectual and developmental disabilities (IDD).

AbilityPath has one of the most comprehensive service portfolios spanning all ages from early intervention for infants to community access and job training for adults and seniors. All programs are designed to prepare children and adults to actively participate in their schools, communities, workplaces, and at home.

The proposal delivers on Los Gatos’ commitment to affordable housing. After years of market-rate development, it is refreshing to see meaningful progress toward housing for all income levels. This project directly responds to the town’s longstanding necessity of creating more inclusive and accessible housing opportunities.

The inclusion of at least 16 units for individuals with IDD is especially critical.

Adults with IDD often face some of the steepest barriers to housing access, despite their strong ties to our community. This project offers them the chance to live independently with dignity, near their families and the services they rely on.

These are residents who grew up here, attended our schools, and now deserve the opportunity to thrive in their hometown.

The need is urgent. Many other local families are aging and worry about what will happen to their loved ones with disabilities in the future.

I urge the Planning Commission to approve this development and ensure that the IDD-designated units and affordable housing components are preserved and prioritized as the project moves forward.

Thank you for your commitment in addressing the urgent need for affordable and inclusive housing in our community.

Sincerely,
Sarah Verity
Vice President, Board Relations and Legislative Affairs

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ITEM NO. 1.

From: James Lloyd
Sent: Tuesday, April 29, 2025 2:16 PM
To: Planning <[email protected]>
Cc: Wendy Wood <[email protected]>; Clerk <[email protected]>; Chris Constantin <[email protected]>; Gabrielle Whelan <[email protected]>; Joel Paulson <[email protected]>
Subject: public comment re item 1 for 4/30/25 Planning Commission meeting [EXTERNAL SENDER]
Dear Los Gatos Planning Commission,
The California Housing Defense Fund (“CalHDF”) submits the attached public comment re item 1 for the 4/30/25 Planning Commission meeting, the proposed 450-unit housing development project at 14859, 14917, 14925, and 16392 Los Gatos Boulevard; 16250, 16260, and 16270 Burton Road; and APNs 424-07-009, -052, -053, -081, -094, -095, -115, and -116, which includes 77 low-income units.

Sincerely,
James M. Lloyd
Director of Planning and Investigations
California Housing Defense Fund
CalHDF is grant & donation funded
Donate today - https://calhdf.org/donate/

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ITEM NO. 1.

Apr 29, 2025
Town of Los Gatos
110 E. Main St.

Los Gatos, CA 95030
Re: Proposed Housing Development Project at 14859 Los Gatos Blvd To: [email protected]
Cc: [email protected]; [email protected]; [email protected]; [email protected]; [email protected]
Dear Los Gatos Planning Commission,
The California Housing Defense Fund (“CalHDF”) submits this letter to remind the Commission of its obligation to abide by all relevant state laws when evaluating the proposed 450-unit housing development project at 14859, 14917, 14925, and 16392 Los Gatos Boulevard; 16250, 16260, and 16270 Burton Road; and APNs 424-07-009, -052, -053, -081, -094, -095, -115, and -116, which includes 77 low-income units. These laws include the Housing Accountability Act (“HAA”) and the Density Bonus Law (“DBL”).

The HAA provides the project legal protections. It requires approval of zoning and general plan compliant housing development projects unless findings can be made regarding specific, objective, written health and safety hazards. (Gov. Code, § 65589.5, subds. (d.), (j).) The HAA also bars cities from imposing conditions on the approval of such projects that would render the project infeasible or reduce the project’s density unless such written findings are made. (Id. at subd. (d).) As a development with at least two-thirds of its area devoted to residential uses, the project falls within the HAA’s ambit, and it complies with local zoning code and the Town’s general plan. Increased density, concessions, and waivers that a project is entitled to under the DBL (Gov. Code, § 65915) do not render the project noncompliant with the zoning code or general plan, for purposes of the HAA. (Gov. Code, § 65589.5, subd. (j)(3).) The HAA’s protections therefore apply, and the Town may not reject the project except based on health and safety standards, as outlined above.

CalHDF also writes to emphasize that the DBL offers the proposed development certain protections. The Town must respect these protections. In addition to granting the increase in 2221 Broadway, PH1, Oakland, CA 94612
www.calhdf.org

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ITEM NO. 1.
residential units allowed by the DBL, the City must not deny the project the proposed waivers and concessions with respect to residential uses on the ground floor of buildings, private open space, building height, road width, distribution of affordable units, bedroom mix of affordable units, and deviations from objective design standards, unless it makes written findings as required by Government Code, section 65915, subdivision (e)(1) that the waivers would have a specific, adverse impact upon health or safety, and for which there is no feasible method to satisfactorily mitigate or avoid the specific adverse impact, or as required by Government Code, section 65915, subdivision (d)(1) that the concessions would not result in identifiable and actual cost reductions, that the concessions would have a specific, adverse impact on public health or safety, or that the concessions are contrary to state or federal law. Of note, the DBL specifically allows for a reduction in required accessory parking in addition to the allowable waivers and concessions. (Gov. Code, § 65915, subd. (p).) Additionally, the California Court of Appeal has ruled that when an applicant has requested one or more waivers and/or concessions pursuant to the DBL, the Town “may not apply any development standard that would physically preclude construction of that project as designed, even if the building includes ‘amenities’ beyond the bare minimum of building components.” (Bankers Hill 150 v. City of San Diego (2022) 74 Cal.App.5th 755, 775.) In addition, while the applicant has chosen to proceed under the Town’s zoning in force on the date of the SB 330 project submission, the project remains eligible for processing as a “Builder’s Remedy” application, as the Town’s Housing Element was not certified by HCD until July 10, 2024, but the preliminary application for this project was submitted on April 18, 2023. (See Gov. Code, § 65589.5, subds. (d)(5)-(6).)
As you are well aware, California remains in the throes of a statewide crisis-level housing shortage. New housing such as this is a public benefit: by providing affordable housing, it will mitigate the state’s homelessness crisis; it will bring new customers to local businesses; it will grow the Town’s tax base; and it will reduce displacement of existing residents by reducing competition for existing housing. It will also help cut down on transportation-related greenhouse gas emissions by providing housing in denser, more urban areas, as opposed to farther-flung regions in the state (and out of state). While no one project will solve the statewide housing crisis, the proposed development is a step in the right direction. CalHDF urges the Commission to approve it, consistent with its obligations under state law.

CalHDF is a 501(c)(3) non-profit corporation whose mission includes advocating for increased access to housing for Californians at all income levels, including low-income households. You may learn more about CalHDF at www.calhdf.org. 2 of 3

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Sincerely,
Dylan Casey
CalHDF Executive Director
James M. Lloyd
CalHDF Director of Planning and Investigations
3 of 3

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ITEM NO. 1.

From: Vivian Chung
Sent: Tuesday, April 29, 2025 4:40 PM
To: Planning <[email protected]>
Subject: North 40 Phase II Development
[EXTERNAL SENDER]
Hi Planning Commission,
Please find the letter of support to the North 40 Phase II Development.

Should there be any questions, please don't hesitate to let me know.

Thanks for advocating for the special needs community!
Regards,
Vivian Chung
South Bay Program Director
Friends of Children with Special Needs
1029 S. Bascom Ave, San Jose, CA 95128
Website: https://fcsn1996.org/
Careers: https://fcsn1996.bamboohr.com/careers
Confidentiality Notice:

This e-mail, including attachments, is intended only for the person or entity to which it is addressed, and may contain information that is privileged, confidential, or otherwise protected from disclosure. Any usage, dissemination, distribution, or copying of this e-mail or the information herein by anyone other than the intended recipient(s) is strictly prohibited. If you have received this e-mail in error, please notify the sender by reply e-mail and destroy the original message and all copies immediately.

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ITEM NO. 1.

Friends of Children wi! Special Needs

2300 Peralta Blvd., Fremont, CA 94536
1029 S. Bascom Ave., San Jose, CA 95128
DATE: April 29 2025 Via email: [email protected]
Re: April 30, 2025 Public Comment Item #1
Dear Planning Commissioners,
I am wriOng on behalf of Friends of Children with Special Needs to express my strong support for the North 40 Phase II Development, parOcularly the inclusion of affordable housing and designated units for adults with intellectual and developmental disabiliOes (IDD).

We have many individuals with special needs whose parents are aging and increasingly unable to care for them, yet these individuals are unable to move out of their family homes because they simply cannot afford the high cost of rent. Without access to affordable and supporOve housing opOons, they face the very real risk of instability and displacement once their primary caregivers are no longer able to provide for them. Inclusive housing developments like North 40 Phase II offer a criOcal soluOon to this growing need.

The proposal delivers on Los Gatos’ commitment to affordable housing. A]er years of market-rate development, it is refreshing to see meaningful progress toward housing for all income levels. This project directly responds to the town’s long-standing necessity of creaOng more inclusive and accessible housing opportuniOes.

The inclusion of at least 16 units for individuals with IDD is especially criOcal. Adults with IDD o]en face some of the steepest barriers to housing access, despite their strong Oes to our community. This project offers them the chance to live independently with dignity, near their families and the services they rely on. These are residents who grew up here, a`ended our schools, and now deserve the opportunity to thrive in their hometown. AddiOonally, these individuals would receive onsite support from Housing Choices, a vendor of San Andreas Regional Center, to ensure they are stable in their unit. These services are different than their individual supporOve services such as Independent Living Services and Supported Living Services.

People with developmental disabiliOes have the legal right to live in community-based sebngs, not insOtuOons, under the Lanterman Act and the Americans with DisabiliOes Act (ADA). Without affordable housing like Los Gatos North 40 Phase II, many individuals with IDD cannot fully enjoy these rights.

This project plays a criOcal role in ensuring the Town of Los Gatos meets its legal obligaOons under state housing law, including compliance with its cerOfied Housing Element and Senate Bill 330 (SB 330). Approval of the North 40 Phase II development provides a clear demonstraOon to the California Department of Housing and Community Development (HCD) that Los Gatos is taking thoughdul steps to fulfill its affordable housing Page 915 ITEM NO. 1.
obligaOons. Advancing this project reduces the risk of state intervenOon, such as the imposiOon of the builder’s remedy, and strengthens the Town’s posiOon in maintaining local land use authority while aligning with state prioriOes for fair, inclusive, and accessible housing.

The need is urgent. Many other local families are aging and worry about what will happen to their loved ones with disabiliOes in the future.

I urge the Planning Commission to approve this development and ensure that the IDD-designated units and affordable housing components are preserved and prioriOzed as the project moves forward.

Thank you for your commitment in addressing the urgent need for affordable and inclusive housing in our community.

Sincerely,
Vivian Chung
FCSN South Bay Director

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Los Gatos City CouncilJanuary 13, 2026

Los Gatos City Council
January 13, 2026