Agenda packet — Los Gatos City Council, January 13, 2026 (part 7 of 11)

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

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

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
4 1
Cycle Time (sec): 80
0 5
0 Loss Time (sec): 12
1 770*** 1 Critical V/C: 0.549 1 788
1 Avg Crit Del (sec/veh): 25.2 0
121 0 Avg Delay (sec/veh): 24.1 1 139***
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 173 1 241***
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 173 1 241 13 3 0 4 770 121 139 788 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1 241 13 3 0 4 770 121 139 788 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 173 1 241 13 3 0 4 770 121 139 788 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1 241 13 3 0 4 770 121 139 788 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 173 1 241 13 3 0 4 770 121 139 788 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1 241 13 3 0 4 770 121 139 788 5
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 0.99 0.01 1.00 0.81 0.19 0.00 1.00 1.72 0.28 1.00 1.99 0.01 Final Sat.: 1790 10 1750 1462 337 0 1750 3197 502 1750 3677 23 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.14 0.01 0.01 0.00 0.00 0.24 0.24 0.08 0.21 0.21 Crit Moves: **** **** **** ****
Green Time: 17.4 17.4 17.4 10.0 10.0 0.0 11.8 30.5 30.5 10.1 28.8 28.8 Volume/Cap: 0.44 0.44 0.63 0.07 0.07 0.00 0.02 0.63 0.63 0.63 0.60 0.60 Delay/Veh: 27.9 27.9 31.8 31.0 31.0 0.0 29.2 21.1 21.1 39.0 21.6 21.6 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: 27.9 27.9 31.8 31.0 31.0 0.0 29.2 21.1 21.1 39.0 21.6 21.6 LOS by Move: C C C C C A C C C D C C
HCM2kAvgQ: 4 4 7 0 0 0 0 10 10 5 9 9
Note: Queue reported is the number of cars per lane.

Page 711 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

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

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
3*** 1
Cycle Time (sec): 80
0 8
0 Loss Time (sec): 12
1 487 1 Critical V/C: 0.469 1 1105***
1 Avg Crit Del (sec/veh): 18.5 0
105 0 Avg Delay (sec/veh): 20.9 1 222
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 168*** 0 102
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 168 0 102 2 0 3 3 487 105 222 1105 8
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 0 102 2 0 3 3 487 105 222 1105 8
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 168 0 102 2 0 3 3 487 105 222 1105 8
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 0 102 2 0 3 3 487 105 222 1105 8
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 168 0 102 2 0 3 3 487 105 222 1105 8
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 0 102 2 0 3 3 487 105 222 1105 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 1.00 0.00 1.00 0.40 0.00 0.60 1.00 1.64 0.36 1.00 1.99 0.01 Final Sat.: 1800 0 1750 700 0 1050 1750 3043 656 1750 3673 27 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.06 0.00 0.00 0.00 0.00 0.16 0.16 0.13 0.30 0.30 Crit Moves: **** **** **** ****
Green Time: 12.1 0.0 12.1 10.0 0.0 10.0 7.0 25.6 25.6 20.3 38.9 38.9 Volume/Cap: 0.62 0.00 0.39 0.02 0.00 0.02 0.02 0.50 0.50 0.50 0.62 0.62 Delay/Veh: 36.1 0.0 31.6 30.8 0.0 30.8 33.4 22.3 22.3 26.4 15.7 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.1 0.0 31.6 30.8 0.0 30.8 33.4 22.3 22.3 26.4 15.7 15.7 LOS by Move: D A C C A C C C C C B B
HCM2kAvgQ: 5 0 3 0 0 0 0 6 6 6 11 11
Note: Queue reported is the number of cars per lane.

Page 712 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

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

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
4 1
Cycle Time (sec): 80
0 5
0 Loss Time (sec): 12
1 797*** 1 Critical V/C: 0.558 1 808
1 Avg Crit Del (sec/veh): 25.2 0
121 0 Avg Delay (sec/veh): 24.1 1 139***
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 173 1 241***
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 173 1 241 13 3 0 4 797 121 139 808 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1 241 13 3 0 4 797 121 139 808 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 173 1 241 13 3 0 4 797 121 139 808 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1 241 13 3 0 4 797 121 139 808 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 173 1 241 13 3 0 4 797 121 139 808 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1 241 13 3 0 4 797 121 139 808 5
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 0.99 0.01 1.00 0.81 0.19 0.00 1.00 1.73 0.27 1.00 1.99 0.01 Final Sat.: 1790 10 1750 1462 337 0 1750 3212 488 1750 3677 23 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.14 0.01 0.01 0.00 0.00 0.25 0.25 0.08 0.22 0.22 Crit Moves: **** **** **** ****
Green Time: 17.2 17.2 17.2 10.0 10.0 0.0 11.6 30.9 30.9 9.9 29.2 29.2 Volume/Cap: 0.45 0.45 0.64 0.07 0.07 0.00 0.02 0.64 0.64 0.64 0.60 0.60 Delay/Veh: 28.2 28.2 32.4 31.0 31.0 0.0 29.3 21.0 21.0 39.8 21.4 21.4 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: 28.2 28.2 32.4 31.0 31.0 0.0 29.3 21.0 21.0 39.8 21.4 21.4 LOS by Move: C C C C C A C C C D C C
HCM2kAvgQ: 4 4 7 0 0 0 0 10 10 5 9 9
Note: Queue reported is the number of cars per lane.

Page 713 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background AM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 676 22*** 720
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:
87*** 1
Cycle Time (sec): 105
0 111
0 Loss Time (sec): 12
1 636 2 Critical V/C: 0.613 1 806***
1 Avg Crit Del (sec/veh): 31.0 0
5 0 Avg Delay (sec/veh): 30.8 1 28
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 15*** 13 35
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 15 13 35 720 22 676 87 636 5 28 806 111
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 13 35 720 22 676 87 636 5 28 806 111
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 15 13 35 720 22 676 87 636 5 28 806 111
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 13 35 720 22 0 87 636 5 28 806 111
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 13 35 720 22 0 87 636 5 28 806 111
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 13 35 720 22 0 87 636 5 28 806 111
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.24 0.21 0.55 1.94 0.06 1.00 1.00 2.98 0.02 1.00 1.75 0.25 Final Sat.: 417 361 972 3445 105 1750 1750 5556 44 1750 3252 448 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.21 0.21 0.00 0.05 0.11 0.11 0.02 0.25 0.25 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 34.2 34.2 0.0 8.1 30.8 30.8 17.9 40.6 40.6 Volume/Cap: 0.38 0.38 0.38 0.64 0.64 0.00 0.64 0.39 0.39 0.09 0.64 0.64 Delay/Veh: 46.0 46.0 46.0 31.4 31.4 0.0 56.9 29.8 29.8 36.8 27.2 27.2 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: 46.0 46.0 46.0 31.4 31.4 0.0 56.9 29.8 29.8 36.8 27.2 27.2 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 12 12 0 4 6 6 1 13 13
Note: Queue reported is the number of cars per lane.

Page 714 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Background PM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 472 19 915***
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
0 150
0 Loss Time (sec): 12
1 1006 2 Critical V/C: 0.615 1 578***
1 Avg Crit Del (sec/veh): 30.1 0
6 0 Avg Delay (sec/veh): 31.4 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 34 915 19 472 92 1006 6 34 578 150
Growth Adj: 1.00 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 34 915 19 472 92 1006 6 34 578 150
Added Vol: 0 0 0 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 34 915 19 472 92 1006 6 34 578 150
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 34 915 19 0 92 1006 6 34 578 150
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 7 34 915 19 0 92 1006 6 34 578 150
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 34 915 19 0 92 1006 6 34 578 150
------------|---------------||---------------||---------------||---------------| 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 1.58 0.42 Final Sat.: 343 240 1167 3478 72 1750 1750 5567 33 1750 2937 762 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.26 0.26 0.00 0.05 0.18 0.18 0.02 0.20 0.20 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 40.0 40.0 0.0 8.0 27.4 27.4 10.6 30.0 30.0 Volume/Cap: 0.29 0.29 0.29 0.66 0.66 0.00 0.66 0.66 0.66 0.18 0.66 0.66 Delay/Veh: 42.6 42.6 42.6 25.5 25.5 0.0 55.5 33.3 33.3 41.2 32.0 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 42.6 42.6 25.5 25.5 0.0 55.5 33.3 33.3 41.2 32.0 32.0 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 13 13 0 4 10 10 1 11 11
Note: Queue reported is the number of cars per lane.

Page 715 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Bckg+Prj AM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 676 22 730***
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:
87*** 1
Cycle Time (sec): 105
0 122
0 Loss Time (sec): 12
1 648 2 Critical V/C: 0.627 1 832***
1 Avg Crit Del (sec/veh): 31.3 0
5 0 Avg Delay (sec/veh): 30.9 1 28
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 15*** 13 35
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 15 13 35 730 22 676 87 648 5 28 832 122
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 13 35 730 22 676 87 648 5 28 832 122
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 15 13 35 730 22 676 87 648 5 28 832 122
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 13 35 730 22 0 87 648 5 28 832 122
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 13 35 730 22 0 87 648 5 28 832 122
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 13 35 730 22 0 87 648 5 28 832 122
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.24 0.21 0.55 1.94 0.06 1.00 1.00 2.98 0.02 1.00 1.74 0.26 Final Sat.: 417 361 972 3446 104 1750 1750 5557 43 1750 3226 473 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.21 0.21 0.00 0.05 0.12 0.12 0.02 0.26 0.26 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 33.8 33.8 0.0 7.9 31.3 31.3 17.9 41.2 41.2 Volume/Cap: 0.38 0.38 0.38 0.66 0.66 0.00 0.66 0.39 0.39 0.09 0.66 0.66 Delay/Veh: 46.0 46.0 46.0 32.0 32.0 0.0 58.6 29.5 29.5 36.9 27.2 27.2 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: 46.0 46.0 46.0 32.0 32.0 0.0 58.6 29.5 29.5 36.9 27.2 27.2 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 12 12 0 4 6 6 1 14 14
Note: Queue reported is the number of cars per lane.

Page 716 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 472 19*** 940
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
0 159
0 Loss Time (sec): 12
1 1033 2 Critical V/C: 0.632 1 598***
1 Avg Crit Del (sec/veh): 30.6 0
6 0 Avg Delay (sec/veh): 31.7 1 34
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 10 7*** 34
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 7 34 940 19 472 92 1033 6 34 598 159
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 7 34 940 19 472 92 1033 6 34 598 159
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 7 34 940 19 472 92 1033 6 34 598 159
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 34 940 19 0 92 1033 6 34 598 159
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 7 34 940 19 0 92 1033 6 34 598 159
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 34 940 19 0 92 1033 6 34 598 159
------------|---------------||---------------||---------------||---------------| 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 1.57 0.43 Final Sat.: 343 240 1167 3480 70 1750 1750 5568 32 1750 2922 777 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.27 0.27 0.00 0.05 0.19 0.19 0.02 0.20 0.20 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 40.0 40.0 0.0 7.8 27.6 27.6 10.4 30.3 30.3 Volume/Cap: 0.29 0.29 0.29 0.68 0.68 0.00 0.68 0.67 0.67 0.19 0.68 0.68 Delay/Veh: 42.6 42.6 42.6 26.0 26.0 0.0 57.6 33.3 33.3 41.4 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: 42.6 42.6 42.6 26.0 26.0 0.0 57.6 33.3 33.3 41.4 32.2 32.2 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 14 14 0 4 11 11 1 11 11
Note: Queue reported is the number of cars per lane.

Page 717 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background 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
2 754
0 Loss Time (sec): 9
0 1215*** 2 Critical V/C: 0.491 2 776
0 Avg Crit Del (sec/veh): 13.3 0
0 0 Avg Delay (sec/veh): 17.3 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 161 0 226***
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 0 226 0 0 0 192 1215 0 0 776 754
Growth Adj: 1.00 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 0 226 0 0 0 192 1215 0 0 776 754
Added Vol: 0 0 0 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 0 226 0 0 0 192 1215 0 0 776 754
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 226 0 0 0 192 1215 0 0 776 754
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 161 0 226 0 0 0 192 1215 0 0 776 754
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 0 226 0 0 0 192 1215 0 0 776 754
------------|---------------||---------------||---------------||---------------| 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 0.13 0.00 0.00 0.00 0.06 0.32 0.00 0.00 0.20 0.24 Crit Moves: **** **** ****
Green Time: 27.6 0.0 27.6 0.0 0.0 0.0 14.9 68.4 0.0 0.0 53.5 53.5 Volume/Cap: 0.34 0.00 0.49 0.00 0.00 0.00 0.43 0.49 0.00 0.00 0.40 0.47 Delay/Veh: 31.7 0.0 33.6 0.0 0.0 0.0 41.8 9.5 0.0 0.0 16.0 16.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 0.0 33.6 0.0 0.0 0.0 41.8 9.5 0.0 0.0 16.0 16.8 LOS by Move: C A C A A A D A A A B B
HCM2kAvgQ: 5 0 7 0 0 0 4 10 0 0 8 9
Note: Queue reported is the number of cars per lane.

Page 718 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background 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
2 693
0 Loss Time (sec): 9
0 1712*** 2 Critical V/C: 0.546 2 682
0 Avg Crit Del (sec/veh): 6.6 0
0 0 Avg Delay (sec/veh): 12.7 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 88*** 0 126
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 0 126 0 0 0 285 1712 0 0 682 693
Growth Adj: 1.00 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 0 126 0 0 0 285 1712 0 0 682 693
Added Vol: 0 0 0 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 0 126 0 0 0 285 1712 0 0 682 693
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 126 0 0 0 285 1712 0 0 682 693
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 0 126 0 0 0 285 1712 0 0 682 693
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 0 126 0 0 0 285 1712 0 0 682 693
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.00 0.07 0.00 0.00 0.00 0.09 0.45 0.00 0.00 0.18 0.22 Crit Moves: **** **** ****
Green Time: 13.8 0.0 13.8 0.0 0.0 0.0 23.9 82.2 0.0 0.0 58.2 58.2 Volume/Cap: 0.37 0.00 0.55 0.00 0.00 0.00 0.40 0.58 0.00 0.00 0.32 0.40 Delay/Veh: 42.6 0.0 45.4 0.0 0.0 0.0 34.8 4.8 0.0 0.0 12.8 13.5 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: 42.6 0.0 45.4 0.0 0.0 0.0 34.8 4.8 0.0 0.0 12.8 13.5 LOS by Move: D A D A A A C A A A B B
HCM2kAvgQ: 3 0 5 0 0 0 5 11 0 0 6 8
Note: Queue reported is the number of cars per lane.

Page 719 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+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
2 778
0 Loss Time (sec): 9
0 1237*** 2 Critical V/C: 0.500 2 813
0 Avg Crit Del (sec/veh): 13.4 0
0 0 Avg Delay (sec/veh): 17.3 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 161 0 231***
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 0 231 0 0 0 192 1237 0 0 813 778
Growth Adj: 1.00 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 0 231 0 0 0 192 1237 0 0 813 778
Added Vol: 0 0 0 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 0 231 0 0 0 192 1237 0 0 813 778
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 231 0 0 0 192 1237 0 0 813 778
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 161 0 231 0 0 0 192 1237 0 0 813 778
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 0 231 0 0 0 192 1237 0 0 813 778
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.09 0.00 0.13 0.00 0.00 0.00 0.06 0.33 0.00 0.00 0.21 0.25 Crit Moves: **** **** ****
Green Time: 27.7 0.0 27.7 0.0 0.0 0.0 14.5 68.3 0.0 0.0 53.8 53.8 Volume/Cap: 0.34 0.00 0.50 0.00 0.00 0.00 0.44 0.50 0.00 0.00 0.42 0.48 Delay/Veh: 31.7 0.0 33.6 0.0 0.0 0.0 42.2 9.7 0.0 0.0 16.0 16.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 0.0 33.6 0.0 0.0 0.0 42.2 9.7 0.0 0.0 16.0 16.8 LOS by Move: C A C A A A D A A A B B
HCM2kAvgQ: 5 0 7 0 0 0 4 10 0 0 8 10
Note: Queue reported is the number of cars per lane.

Page 720 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+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
2 711
0 Loss Time (sec): 9
0 1764*** 2 Critical V/C: 0.561 2 711
0 Avg Crit Del (sec/veh): 7.0 0
0 0 Avg Delay (sec/veh): 13.1 0 0***
LOS: B
Lanes: 0 1 0 0 1
Base+Add Vol: 88*** 0 137
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 0 137 0 0 0 285 1764 0 0 711 711
Growth Adj: 1.00 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 0 137 0 0 0 285 1764 0 0 711 711
Added Vol: 0 0 0 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 0 137 0 0 0 285 1764 0 0 711 711
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 0 137 0 0 0 285 1764 0 0 711 711
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 88 0 137 0 0 0 285 1764 0 0 711 711
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 0 137 0 0 0 285 1764 0 0 711 711
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.00 0.08 0.00 0.00 0.00 0.09 0.46 0.00 0.00 0.19 0.23 Crit Moves: **** **** ****
Green Time: 14.6 0.0 14.6 0.0 0.0 0.0 23.3 81.4 0.0 0.0 58.1 58.1 Volume/Cap: 0.35 0.00 0.56 0.00 0.00 0.00 0.41 0.60 0.00 0.00 0.34 0.41 Delay/Veh: 41.7 0.0 45.1 0.0 0.0 0.0 35.4 5.3 0.0 0.0 13.0 13.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.7 0.0 45.1 0.0 0.0 0.0 35.4 5.3 0.0 0.0 13.0 13.7 LOS by Move: D A D A A A D A A A B B
HCM2kAvgQ: 3 0 5 0 0 0 5 12 0 0 6 8
Note: Queue reported is the number of cars per lane.

Page 721 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background 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 1397 2 Critical V/C: 0.085 3 1476
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 1397 16 0 1476 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 1397 16 0 1476 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 1397 16 0 1476 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 1397 16 0 1476 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 20 0 0 45 35 1397 16 0 1476 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 474 xxxx xxxx 492 1491 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 542 xxxx xxxx 528 456 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 542 xxxx xxxx 528 456 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 0.2 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx 11.9 xxxxx xxxx 12.5 13.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * B B * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: 11.9 12.5 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 722 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background 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 1771 2 Critical V/C: 0.072 3 1319
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 1771 10 0 1319 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 1771 10 0 1319 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 1771 10 0 1319 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 1771 10 0 1319 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 15 0 0 41 32 1771 10 0 1319 22
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 595 xxxx xxxx 440 1341 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 452 xxxx xxxx 571 521 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 452 xxxx xxxx 571 521 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.03 xxxx xxxx 0.07 0.06 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 13.2 xxxxx xxxx 11.8 12.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * B B * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: 13.2 11.8 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 723 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+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 1424 2 Critical V/C: 0.088 3 1537
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 1424 16 0 1537 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 1424 16 0 1537 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 1424 16 0 1537 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 1424 16 0 1537 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 20 0 0 45 35 1424 16 0 1537 15
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 483 xxxx xxxx 512 1552 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 535 xxxx xxxx 512 433 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 535 xxxx xxxx 512 433 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 12.0 xxxxx xxxx 12.7 14.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * B B * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: 12.0 12.7 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 724 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+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 1834 2 Critical V/C: 0.074 3 1366
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 1834 10 0 1366 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 1834 10 0 1366 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 1834 10 0 1366 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 1834 10 0 1366 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 0 15 0 0 41 32 1834 10 0 1366 22
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx 616 xxxx xxxx 455 1388 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 438 xxxx xxxx 558 500 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 438 xxxx xxxx 558 500 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx 0.03 xxxx xxxx 0.07 0.06 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 13.5 xxxxx xxxx 12.0 12.7 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: 13.5 12.0 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.

Page 725 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 281 756*** 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: 0.409 0 0
0 Avg Crit Del (sec/veh): 30.1 1
0 0 Avg Delay (sec/veh): 25.9 1 337***
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 315*** 489 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: 315 489 0 0 756 281 0 0 0 337 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: 315 489 0 0 756 281 0 0 0 337 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: 315 489 0 0 756 281 0 0 0 337 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: 315 489 0 0 756 281 0 0 0 337 0 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 315 489 0 0 756 281 0 0 0 337 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: 315 489 0 0 756 281 0 0 0 337 0 157
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.93 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 2.16 0.84 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4081 1517 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.09 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.09 0.00 0.09 Crit Moves: **** **** ****
Green Time: 30.8 87.8 0.0 0.0 57.0 57.0 0.0 0.0 0.0 29.2 0.0 29.2 Volume/Cap: 0.41 0.12 0.00 0.00 0.41 0.41 0.00 0.00 0.00 0.41 0.00 0.39 Delay/Veh: 40.3 6.4 0.0 0.0 23.3 23.3 0.0 0.0 0.0 41.4 0.0 41.5 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: 40.3 6.4 0.0 0.0 23.3 23.3 0.0 0.0 0.0 41.4 0.0 41.5 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 6 2 0 0 9 9 0 0 0 6 0 6
Note: Queue reported is the number of cars per lane.

Page 726 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 204 1156*** 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: 0.540 0 0
0 Avg Crit Del (sec/veh): 29.5 1
0 0 Avg Delay (sec/veh): 23.0 1 321
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 435*** 1123 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: 435 1123 0 0 1156 204 0 0 0 321 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: 435 1123 0 0 1156 204 0 0 0 321 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: 435 1123 0 0 1156 204 0 0 0 321 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: 435 1123 0 0 1156 204 0 0 0 321 0 208
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 435 1123 0 0 1156 204 0 0 0 321 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: 435 1123 0 0 1156 204 0 0 0 321 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 2.53 0.47 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4759 840 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.20 0.00 0.00 0.24 0.24 0.00 0.00 0.00 0.09 0.00 0.12 Crit Moves: **** **** ****
Green Time: 30.7 84.6 0.0 0.0 53.9 53.9 0.0 0.0 0.0 26.4 0.0 26.4 Volume/Cap: 0.54 0.28 0.00 0.00 0.54 0.54 0.00 0.00 0.00 0.41 0.00 0.54 Delay/Veh: 39.3 6.5 0.0 0.0 24.3 24.3 0.0 0.0 0.0 40.5 0.0 43.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.3 6.5 0.0 0.0 24.3 24.3 0.0 0.0 0.0 40.5 0.0 43.0 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 9 5 0 0 12 12 0 0 0 6 0 8
Note: Queue reported is the number of cars per lane.

Page 727 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 281 761*** 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: 0.422 0 0
0 Avg Crit Del (sec/veh): 30.7 1
0 0 Avg Delay (sec/veh): 26.3 1 347***
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 339*** 500 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: 339 500 0 0 761 281 0 0 0 347 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: 339 500 0 0 761 281 0 0 0 347 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: 339 500 0 0 761 281 0 0 0 347 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: 339 500 0 0 761 281 0 0 0 347 0 157
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 339 500 0 0 761 281 0 0 0 347 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: 339 500 0 0 761 281 0 0 0 347 0 157
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.93 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 2.16 0.84 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 3150 5700 0 0 4088 1509 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.09 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.10 0.00 0.09 Crit Moves: **** **** ****
Green Time: 32.2 87.8 0.0 0.0 55.6 55.6 0.0 0.0 0.0 29.2 0.0 29.2 Volume/Cap: 0.42 0.13 0.00 0.00 0.42 0.42 0.00 0.00 0.00 0.42 0.00 0.39 Delay/Veh: 39.5 6.4 0.0 0.0 24.3 24.3 0.0 0.0 0.0 41.6 0.0 41.5 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: 39.5 6.4 0.0 0.0 24.3 24.3 0.0 0.0 0.0 41.6 0.0 41.5 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 7 2 0 0 9 9 0 0 0 6 0 6
Note: Queue reported is the number of cars per lane.

Page 728 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #6: Bascom Ave & SR 85 NB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 204 1167*** 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: 0.549 0 0
0 Avg Crit Del (sec/veh): 29.7 1
0 0 Avg Delay (sec/veh): 23.4 1 347
LOS: C
Lanes: 2 0 3 0 0
Base+Add Vol: 453*** 1132 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: 453 1132 0 0 1167 204 0 0 0 347 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: 453 1132 0 0 1167 204 0 0 0 347 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: 453 1132 0 0 1167 204 0 0 0 347 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: 453 1132 0 0 1167 204 0 0 0 347 0 208
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 453 1132 0 0 1167 204 0 0 0 347 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: 453 1132 0 0 1167 204 0 0 0 347 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 4766 833 0 0 0 3550 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.20 0.00 0.00 0.24 0.24 0.00 0.00 0.00 0.10 0.00 0.12 Crit Moves: **** **** ****
Green Time: 31.5 85.0 0.0 0.0 53.6 53.6 0.0 0.0 0.0 26.0 0.0 26.0 Volume/Cap: 0.55 0.28 0.00 0.00 0.55 0.55 0.00 0.00 0.00 0.45 0.00 0.55 Delay/Veh: 38.9 6.4 0.0 0.0 24.6 24.6 0.0 0.0 0.0 41.2 0.0 43.5 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: 38.9 6.4 0.0 0.0 24.6 24.6 0.0 0.0 0.0 41.2 0.0 43.5 LOS by Move: D A A A C C A A A D A D
HCM2kAvgQ: 9 5 0 0 13 13 0 0 0 6 0 8
Note: Queue reported is the number of cars per lane.

Page 729 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 910 147***
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: 0.454 0 0
0 Avg Crit Del (sec/veh): 30.0 0
293*** 0 Avg Delay (sec/veh): 26.5 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 697*** 310
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: 0 697 310 147 910 0 112 0 293 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: 0 697 310 147 910 0 112 0 293 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: 0 697 310 147 910 0 112 0 293 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: 0 697 310 147 910 0 112 0 293 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 697 310 147 910 0 112 0 293 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: 0 697 310 147 910 0 112 0 293 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 2.04 0.96 2.00 2.00 0.00 1.16 0.00 0.84 0.00 0.00 0.00 Final Sat.: 0 3874 1723 3150 3800 0 2038 0 1504 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.18 0.05 0.24 0.00 0.05 0.00 0.19 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 50.0 50.0 13.0 62.9 0.0 54.1 0.0 54.1 0.0 0.0 0.0 Volume/Cap: 0.00 0.45 0.45 0.45 0.48 0.00 0.13 0.00 0.45 0.00 0.00 0.00 Delay/Veh: 0.0 28.1 28.1 54.2 21.0 0.0 21.7 0.0 25.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.1 28.1 54.2 21.0 0.0 21.7 0.0 25.9 0.0 0.0 0.0 LOS by Move: A C C D C A C A C A A A
HCM2kAvgQ: 0 10 10 4 11 0 2 0 10 0 0 0
Note: Queue reported is the number of cars per lane.

Page 730 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1246 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: 0.856 0 0
0 Avg Crit Del (sec/veh): 39.1 0
403*** 0 Avg Delay (sec/veh): 30.6 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 1240 669***
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 1240 669 244 1246 0 310 36 403 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 1240 669 244 1246 0 310 36 403 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 1240 669 244 1246 0 310 36 403 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 1240 669 244 1246 0 310 36 403 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1240 669 244 1246 0 310 36 403 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 1240 669 244 1246 0 310 36 403 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 1.27 0.06 0.67 0.00 0.00 0.00 Final Sat.: 0 3800 1750 3150 3800 0 2216 108 1212 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.38 0.08 0.33 0.00 0.14 0.33 0.33 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 53.6 53.6 10.9 64.4 0.0 46.6 46.6 46.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.73 0.86 0.86 0.61 0.00 0.36 0.86 0.86 0.00 0.00 0.00 Delay/Veh: 0.0 28.4 33.3 75.5 19.7 0.0 26.2 42.0 42.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.4 33.3 75.5 19.7 0.0 26.2 42.0 42.0 0.0 0.0 0.0 LOS by Move: A C C E B A C D D A A A
HCM2kAvgQ: 0 19 26 8 16 0 7 24 24 0 0 0
Note: Queue reported is the number of cars per lane.

Page 731 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 925 147***
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: 0.472 0 0
0 Avg Crit Del (sec/veh): 29.9 0
303*** 0 Avg Delay (sec/veh): 26.4 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 732*** 336
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: 0 732 336 147 925 0 112 0 303 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: 0 732 336 147 925 0 112 0 303 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: 0 732 336 147 925 0 112 0 303 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: 0 732 336 147 925 0 112 0 303 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 732 336 147 925 0 112 0 303 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: 0 732 336 147 925 0 112 0 303 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 2.02 0.98 2.00 2.00 0.00 1.16 0.00 0.84 0.00 0.00 0.00 Final Sat.: 0 3836 1761 3150 3800 0 2030 0 1512 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.19 0.05 0.24 0.00 0.06 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 51.0 51.0 12.5 63.5 0.0 53.5 0.0 53.5 0.0 0.0 0.0 Volume/Cap: 0.00 0.47 0.47 0.47 0.48 0.00 0.13 0.00 0.47 0.00 0.00 0.00 Delay/Veh: 0.0 27.7 27.7 54.8 20.7 0.0 22.1 0.0 26.5 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 27.7 27.7 54.8 20.7 0.0 22.1 0.0 26.5 0.0 0.0 0.0 LOS by Move: A C C D C A C A C A A A
HCM2kAvgQ: 0 10 10 4 12 0 2 0 10 0 0 0
Note: Queue reported is the number of cars per lane.

Page 732 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #7: Bascom Ave & SR 85 SB Ramps
Signal=Protect/Rights=Include
Base+Add Vol: 0 1283 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: 0.884 0 0
0 Avg Crit Del (sec/veh): 41.3 0
428 0 Avg Delay (sec/veh): 31.8 0 0
LOS: C
Lanes: 0 0 2 1 0
Base+Add Vol: 0 1267 689***
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 1267 689 244 1283 0 310 36 428 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 1267 689 244 1283 0 310 36 428 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 1267 689 244 1283 0 310 36 428 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 1267 689 244 1283 0 310 36 428 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1267 689 244 1283 0 310 36 428 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 1267 689 244 1283 0 310 36 428 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 1.25 0.06 0.69 0.00 0.00 0.00 Final Sat.: 0 3800 1750 3150 3800 0 2198 104 1236 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.33 0.39 0.08 0.34 0.00 0.14 0.35 0.35 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 53.5 53.5 10.5 64.0 0.0 47.0 47.0 47.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.75 0.88 0.88 0.63 0.00 0.36 0.88 0.88 0.00 0.00 0.00 Delay/Veh: 0.0 28.9 35.1 80.9 20.4 0.0 25.9 44.5 44.5 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 28.9 35.1 80.9 20.4 0.0 25.9 44.5 44.5 0.0 0.0 0.0 LOS by Move: A C D F C A C D D A A A
HCM2kAvgQ: 0 20 28 8 17 0 7 26 26 0 0 0
Note: Queue reported is the number of cars per lane.

Page 733 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 14 547 620***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
31 0
Cycle Time (sec): 126
1 343
0 Loss Time (sec): 12
0 33*** 1! Critical V/C: 0.528 0 24***
0 Avg Crit Del (sec/veh): 37.9 1
26 0 Avg Delay (sec/veh): 31.9 1 203
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 35 630*** 303
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: 35 630 303 620 547 14 31 33 26 203 24 343
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 630 303 620 547 14 31 33 26 203 24 343
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 35 630 303 620 547 14 31 33 26 203 24 343
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 630 303 620 547 14 31 33 26 203 24 343
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 630 303 620 547 14 31 33 26 203 24 343
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 630 303 620 547 14 31 33 26 203 24 343
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.34 0.37 0.29 1.79 0.21 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 603 642 506 3175 375 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.17 0.17 0.20 0.14 0.01 0.05 0.05 0.05 0.06 0.06 0.20 Crit Moves: **** **** **** ****
Green Time: 24.1 39.5 39.5 46.9 62.4 62.4 12.3 12.3 12.3 15.3 15.3 62.2 Volume/Cap: 0.10 0.53 0.55 0.53 0.29 0.02 0.53 0.53 0.53 0.53 0.53 0.40 Delay/Veh: 42.2 36.0 37.1 31.3 18.8 16.2 57.2 57.2 57.2 53.2 53.2 20.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.2 36.0 37.1 31.3 18.8 16.2 57.2 57.2 57.2 53.2 53.2 20.4 LOS by Move: D D D C B B E E E D D C
HCM2kAvgQ: 1 10 11 11 6 0 4 4 4 5 5 9
Note: Queue reported is the number of cars per lane.

Page 734 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 6 971 664***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
35*** 0
Cycle Time (sec): 120
1 790***
0 Loss Time (sec): 12
0 15 1! Critical V/C: 0.897 0 9
0 Avg Crit Del (sec/veh): 54.0 1
21 0 Avg Delay (sec/veh): 44.5 1 392
LOS: D
Lanes: 1 0 2 0 1
Base+Add Vol: 24 1197*** 295
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: 24 1197 295 664 971 6 35 15 21 392 9 790
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 1197 295 664 971 6 35 15 21 392 9 790
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 24 1197 295 664 971 6 35 15 21 392 9 790
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 1197 295 664 971 6 35 15 21 392 9 790
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 24 1197 295 664 971 6 35 15 21 392 9 790
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 1197 295 664 971 6 35 15 21 392 9 790
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.49 0.21 0.30 1.96 0.04 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 863 370 518 3470 80 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.32 0.17 0.21 0.26 0.00 0.04 0.04 0.04 0.11 0.11 0.45 Crit Moves: **** **** **** ****
Green Time: 12.5 40.3 40.3 27.0 54.7 54.7 10.0 10.0 10.0 30.8 30.8 57.7 Volume/Cap: 0.13 0.94 0.50 0.94 0.56 0.01 0.49 0.49 0.49 0.44 0.44 0.94 Delay/Veh: 49.2 51.8 32.5 65.9 24.3 17.8 55.1 55.1 55.1 37.7 37.7 47.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.2 51.8 32.5 65.9 24.3 17.8 55.1 55.1 55.1 37.7 37.7 47.3 LOS by Move: D D C E C B E E E D D D
HCM2kAvgQ: 1 26 10 19 13 0 3 3 3 7 7 34
Note: Queue reported is the number of cars per lane.

Page 735 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 14 572 620***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
31 0
Cycle Time (sec): 126
1 343
0 Loss Time (sec): 12
0 33*** 1! Critical V/C: 0.546 0 24
0 Avg Crit Del (sec/veh): 38.0 1
26 0 Avg Delay (sec/veh): 31.8 1 204***
LOS: C
Lanes: 1 0 2 0 1
Base+Add Vol: 57 690*** 306
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 57 690 306 620 572 14 31 33 26 204 24 343
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 690 306 620 572 14 31 33 26 204 24 343
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 57 690 306 620 572 14 31 33 26 204 24 343
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 690 306 620 572 14 31 33 26 204 24 343
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 690 306 620 572 14 31 33 26 204 24 343
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 690 306 620 572 14 31 33 26 204 24 343
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.34 0.37 0.29 1.79 0.21 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 603 642 506 3176 374 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.18 0.17 0.20 0.15 0.01 0.05 0.05 0.05 0.06 0.06 0.20 Crit Moves: **** **** **** ****
Green Time: 23.5 41.9 41.9 45.4 63.8 63.8 11.9 11.9 11.9 14.8 14.8 60.2 Volume/Cap: 0.17 0.55 0.53 0.55 0.30 0.02 0.55 0.55 0.55 0.55 0.55 0.41 Delay/Veh: 43.3 34.8 34.9 32.6 18.2 15.5 58.3 58.3 58.3 53.9 53.9 21.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.3 34.8 34.9 32.6 18.2 15.5 58.3 58.3 58.3 53.9 53.9 21.7 LOS by Move: D C C C B B E E E D D C
HCM2kAvgQ: 2 11 10 12 6 0 4 4 4 5 5 9
Note: Queue reported is the number of cars per lane.

Page 736 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #8: Los Gatos Blvd & Samaritan Dr/Burton Rd Signal=Protect/Rights=Include
Base+Add Vol: 6 1033 664***
Lanes: 1 0 2 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Base+Add Vol:
35*** 0
Cycle Time (sec): 120
1 790***
0 Loss Time (sec): 12
0 15 1! Critical V/C: 0.910 0 9
0 Avg Crit Del (sec/veh): 56.7 1
21 0 Avg Delay (sec/veh): 46.0 1 395
LOS: D
Lanes: 1 0 2 0 1
Base+Add Vol: 77 1244*** 297
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 77 1244 297 664 1033 6 35 15 21 395 9 790
Growth Adj: 1.00 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 1244 297 664 1033 6 35 15 21 395 9 790
Added Vol: 0 0 0 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 1244 297 664 1033 6 35 15 21 395 9 790
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 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 1244 297 664 1033 6 35 15 21 395 9 790
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1244 297 664 1033 6 35 15 21 395 9 790
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 1244 297 664 1033 6 35 15 21 395 9 790
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.93 0.95 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 0.49 0.21 0.30 1.96 0.04 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 863 370 518 3471 79 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.33 0.17 0.21 0.27 0.00 0.04 0.04 0.04 0.11 0.11 0.45 Crit Moves: **** **** **** ****
Green Time: 12.0 41.2 41.2 26.5 55.8 55.8 10.0 10.0 10.0 30.3 30.3 56.8 Volume/Cap: 0.44 0.95 0.49 0.95 0.59 0.01 0.49 0.49 0.49 0.45 0.45 0.95 Delay/Veh: 52.7 53.7 31.8 69.4 24.1 17.3 55.1 55.1 55.1 38.2 38.2 51.1 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: 52.7 53.7 31.8 69.4 24.1 17.3 55.1 55.1 55.1 38.2 38.2 51.1 LOS by Move: D D C E C B E E E D D D
HCM2kAvgQ: 3 27 9 19 14 0 3 3 3 7 7 36
Note: Queue reported is the number of cars per lane.

Page 737 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 37 691 11***
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:
37 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.304 0 0
0 Avg Crit Del (sec/veh): 7.3 0
52*** 1 Avg Delay (sec/veh): 10.6 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 70 936*** 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: 70 936 0 11 691 37 37 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: 70 936 0 11 691 37 37 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: 70 936 0 11 691 37 37 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: 70 936 0 11 691 37 37 0 52 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 70 936 0 11 691 37 37 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: 70 936 0 11 691 37 37 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 0.98 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 3512 188 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.25 0.00 0.01 0.20 0.20 0.02 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 23.2 98.2 0.0 7.0 82.0 82.0 11.8 0.0 11.8 0.0 0.0 0.0 Volume/Cap: 0.22 0.32 0.00 0.11 0.30 0.30 0.22 0.00 0.32 0.00 0.00 0.00 Delay/Veh: 44.1 4.1 0.0 57.1 9.6 9.6 53.5 0.0 54.4 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: 44.1 4.1 0.0 57.1 9.6 9.6 53.5 0.0 54.4 0.0 0.0 0.0 LOS by Move: D A A E A A D A D A A A
HCM2kAvgQ: 3 5 0 1 6 6 2 0 2 0 0 0
Note: Queue reported is the number of cars per lane.

Page 738 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 78 970 11***
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:
76 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.400 0 0
0 Avg Crit Del (sec/veh): 8.9 0
85*** 1 Avg Delay (sec/veh): 12.0 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 106 1197*** 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 1197 0 11 970 78 76 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 1197 0 11 970 78 76 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 1197 0 11 970 78 76 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 1197 0 11 970 78 76 0 85 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 106 1197 0 11 970 78 76 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 1197 0 11 970 78 76 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 1.85 0.15 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3424 275 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.32 0.00 0.01 0.28 0.28 0.04 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 17.1 90.1 0.0 7.0 80.0 80.0 13.9 0.0 13.9 0.0 0.0 0.0 Volume/Cap: 0.42 0.42 0.00 0.11 0.42 0.42 0.38 0.00 0.42 0.00 0.00 0.00 Delay/Veh: 48.1 5.5 0.0 54.0 9.4 9.4 50.2 0.0 50.7 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: 48.1 5.5 0.0 54.0 9.4 9.4 50.2 0.0 50.7 0.0 0.0 0.0 LOS by Move: D A A D A A D A D A A A
HCM2kAvgQ: 4 8 0 0 9 9 3 0 4 0 0 0
Note: Queue reported is the number of cars per lane.

Page 739 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 37 768 64***
Lanes: 0 1 1 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
49 1
Cycle Time (sec): 126
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.353 0 0
0 Avg Crit Del (sec/veh): 12.7 0
69*** 1 Avg Delay (sec/veh): 14.0 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 90 956*** 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: 90 956 0 64 768 37 49 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: 90 956 0 64 768 37 49 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: 90 956 0 64 768 37 49 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: 90 956 0 64 768 37 49 0 69 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 90 956 0 64 768 37 49 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: 90 956 0 64 768 37 49 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 1.91 0.09 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3530 170 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.25 0.00 0.04 0.22 0.22 0.03 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 20.9 89.9 0.0 13.1 82.0 82.0 14.1 0.0 14.1 0.0 0.0 0.0 Volume/Cap: 0.31 0.35 0.00 0.35 0.33 0.33 0.25 0.00 0.35 0.00 0.00 0.00 Delay/Veh: 46.8 7.0 0.0 53.7 9.9 9.9 51.8 0.0 52.8 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: 46.8 7.0 0.0 53.7 9.9 9.9 51.8 0.0 52.8 0.0 0.0 0.0 LOS by Move: D A A D A A D A D A A A
HCM2kAvgQ: 3 7 0 3 7 7 2 0 3 0 0 0
Note: Queue reported is the number of cars per lane.

Page 740 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #9: Los Gatos Blvd & Walker St
Signal=Protect/Rights=Include
Base+Add Vol: 78 1030*** 55
Lanes: 0 1 1 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
86 1
Cycle Time (sec): 120
0 0
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.480 0 0
0 Avg Crit Del (sec/veh): 18.8 0
98*** 1 Avg Delay (sec/veh): 15.9 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 155*** 1245 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 1245 0 55 1030 78 86 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 1245 0 55 1030 78 86 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 1245 0 55 1030 78 86 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 1245 0 55 1030 78 86 0 98 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 155 1245 0 55 1030 78 86 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 1245 0 55 1030 78 86 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 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 1.00 1.86 0.14 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1750 3800 0 1750 3439 260 1750 0 1750 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.33 0.00 0.03 0.30 0.30 0.05 0.00 0.06 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 22.1 82.3 0.0 14.7 74.9 74.9 14.0 0.0 14.0 0.0 0.0 0.0 Volume/Cap: 0.48 0.48 0.00 0.26 0.48 0.48 0.42 0.00 0.48 0.00 0.00 0.00 Delay/Veh: 44.9 8.9 0.0 48.4 12.3 12.3 50.6 0.0 51.4 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: 44.9 8.9 0.0 48.4 12.3 12.3 50.6 0.0 51.4 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 2 11 11 4 0 4 0 0 0
Note: Queue reported is the number of cars per lane.

Page 741 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 385*** 402 28
Lanes: 1 0 2 0 1
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
534*** 2
Cycle Time (sec): 126
0 9
1 Loss Time (sec): 12
0 25 0 Critical V/C: 0.659 1! 26***
0 Avg Crit Del (sec/veh): 42.4 0
855 1 Avg Delay (sec/veh): 37.8 0 19
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 1058*** 437 8
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 1058 437 8 28 402 385 534 25 855 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: 1058 437 8 28 402 385 534 25 855 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: 1058 437 8 28 402 385 534 25 855 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: 1058 437 8 28 402 385 534 25 0 19 26 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1058 437 8 28 402 385 534 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: 1058 437 8 28 402 385 534 25 0 19 26 9
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 0.97 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.96 0.04 1.00 2.00 1.00 2.88 0.12 1.00 0.35 0.48 0.17 Final Sat.: 4551 3633 67 1750 3800 1750 4727 221 1750 616 843 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.12 0.12 0.02 0.11 0.22 0.11 0.11 0.00 0.03 0.03 0.03 Crit Moves: **** **** **** ****
Green Time: 42.8 56.9 56.9 26.3 40.5 40.5 20.8 20.8 0.0 10.0 10.0 10.0 Volume/Cap: 0.69 0.27 0.27 0.08 0.33 0.69 0.69 0.69 0.00 0.39 0.39 0.39 Delay/Veh: 37.1 21.6 21.6 40.2 32.6 40.7 52.0 52.0 0.0 56.9 56.9 56.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.1 21.6 21.6 40.2 32.6 40.7 52.0 52.0 0.0 56.9 56.9 56.9 LOS by Move: D C C D C D D D A E E E
HCM2kAvgQ: 15 5 5 1 6 15 9 9 0 3 3 3
Note: Queue reported is the number of cars per lane.

Page 742 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 642*** 774 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:
702 2
Cycle Time (sec): 106
0 35
1 Loss Time (sec): 12
0 40*** 0 Critical V/C: 0.828 1! 43
0 Avg Crit Del (sec/veh): 46.0 0
1205 1 Avg Delay (sec/veh): 35.6 0 55***
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 644*** 664 33
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 644 664 33 28 774 642 702 40 1205 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: 644 664 33 28 774 642 702 40 1205 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: 644 664 33 28 774 642 702 40 1205 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: 644 664 33 28 774 642 702 40 0 55 43 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 644 664 33 28 774 642 702 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: 644 664 33 28 774 642 702 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 1.90 0.10 1.00 2.00 1.00 2.85 0.15 1.00 0.42 0.32 0.26 Final Sat.: 4551 3525 175 1750 3800 1750 4681 267 1750 724 566 461 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.19 0.19 0.02 0.20 0.37 0.15 0.15 0.00 0.08 0.08 0.08 Crit Moves: **** **** **** ****
Green Time: 18.1 48.0 48.0 16.8 46.8 46.8 19.1 19.1 0.0 10.0 10.0 10.0 Volume/Cap: 0.83 0.42 0.42 0.10 0.46 0.83 0.83 0.83 0.00 0.81 0.81 0.81 Delay/Veh: 50.1 19.7 19.7 38.3 21.0 33.7 48.5 48.5 0.0 71.4 71.4 71.4 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: 50.1 19.7 19.7 38.3 21.0 33.7 48.5 48.5 0.0 71.4 71.4 71.4 LOS by Move: D B B D C C D D A E E E
HCM2kAvgQ: 11 8 8 1 9 22 11 11 0 7 7 7
Note: Queue reported is the number of cars per lane.

Page 743 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 446*** 436 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:
561 2
Cycle Time (sec): 126
0 9
1 Loss Time (sec): 12
0 25*** 0 Critical V/C: 0.704 1! 26***
0 Avg Crit Del (sec/veh): 44.5 0
855 1 Avg Delay (sec/veh): 39.0 0 19
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 1058*** 450 8
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 1058 450 8 28 436 446 561 25 855 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: 1058 450 8 28 436 446 561 25 855 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: 1058 450 8 28 436 446 561 25 855 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: 1058 450 8 28 436 446 561 25 0 19 26 9
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 1058 450 8 28 436 446 561 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: 1058 450 8 28 436 446 561 25 0 19 26 9
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.80 0.97 0.95 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.92 0.92 Lanes: 3.00 1.96 0.04 1.00 2.00 1.00 2.88 0.12 1.00 0.35 0.48 0.17 Final Sat.: 4551 3635 65 1750 3800 1750 4737 211 1750 616 843 292 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.23 0.12 0.12 0.02 0.11 0.25 0.12 0.12 0.00 0.03 0.03 0.03 Crit Moves: **** **** **** ****
Green Time: 39.9 57.7 57.7 25.9 43.8 43.8 20.3 20.3 0.0 10.0 10.0 10.0 Volume/Cap: 0.73 0.27 0.27 0.08 0.33 0.73 0.73 0.73 0.00 0.39 0.39 0.39 Delay/Veh: 40.3 21.2 21.2 40.5 30.5 40.6 53.8 53.8 0.0 56.9 56.9 56.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 21.2 21.2 40.5 30.5 40.6 53.8 53.8 0.0 56.9 56.9 56.9 LOS by Move: D C C D C D D D A E E E
HCM2kAvgQ: 16 5 5 1 6 17 10 10 0 3 3 3
Note: Queue reported is the number of cars per lane.

Page 744 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #10: Los Gatos Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 689*** 800 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:
765*** 2
Cycle Time (sec): 106
0 35
1 Loss Time (sec): 12
0 40 0 Critical V/C: 0.873 1! 43
0 Avg Crit Del (sec/veh): 49.9 0
1205 1 Avg Delay (sec/veh): 38.0 0 55***
LOS: D
Lanes: 3 0 1 1 0
Base+Add Vol: 644*** 698 33
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 644 698 33 28 800 689 765 40 1205 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: 644 698 33 28 800 689 765 40 1205 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: 644 698 33 28 800 689 765 40 1205 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: 644 698 33 28 800 689 765 40 0 55 43 35
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 644 698 33 28 800 689 765 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: 644 698 33 28 800 689 765 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 3533 167 1750 3800 1750 4702 246 1750 724 566 461 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.14 0.20 0.20 0.02 0.21 0.39 0.16 0.16 0.00 0.08 0.08 0.08 Crit Moves: **** **** **** ****
Green Time: 17.0 48.3 48.3 16.1 47.4 47.4 19.6 19.6 0.0 10.0 10.0 10.0 Volume/Cap: 0.88 0.43 0.43 0.11 0.47 0.88 0.88 0.88 0.00 0.81 0.81 0.81 Delay/Veh: 55.5 19.8 19.8 38.9 20.7 38.1 52.0 52.0 0.0 71.4 71.4 71.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.5 19.8 19.8 38.9 20.7 38.1 52.0 52.0 0.0 71.4 71.4 71.4 LOS by Move: E B B D C D D D A E E E
HCM2kAvgQ: 12 8 8 1 9 25 13 13 0 7 7 7
Note: Queue reported is the number of cars per lane.

Page 745 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 20 1044 133***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
51 0
Cycle Time (sec): 110
0 201
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.435 1! 5***
0 Avg Crit Del (sec/veh): 26.1 0
21 1 Avg Delay (sec/veh): 24.2 0 45
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 27 989*** 18
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 989 18 133 1044 20 51 6 21 45 5 201
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 989 18 133 1044 20 51 6 21 45 5 201
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 27 989 18 133 1044 20 51 6 21 45 5 201
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 989 18 133 1044 20 51 6 21 45 5 201
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 989 18 133 1044 20 51 6 21 45 5 201
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 989 18 133 1044 20 51 6 21 45 5 201
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.94 0.06 1.00 2.94 0.06 0.89 0.11 1.00 0.18 0.02 0.80 Final Sat.: 1750 5500 100 1750 5495 105 1611 189 1750 314 35 1401 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.18 0.18 0.08 0.19 0.19 0.03 0.03 0.01 0.14 0.14 0.14 Crit Moves: **** **** ****
Green Time: 16.2 45.5 45.5 19.2 48.5 48.5 36.3 36.3 36.3 36.3 36.3 36.3 Volume/Cap: 0.10 0.43 0.43 0.43 0.43 0.43 0.10 0.10 0.04 0.43 0.43 0.43 Delay/Veh: 40.8 23.2 23.2 41.5 21.4 21.4 25.6 25.6 25.0 29.4 29.4 29.4 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: 40.8 23.2 23.2 41.5 21.4 21.4 25.6 25.6 25.0 29.4 29.4 29.4 LOS by Move: D C C D C C C C C C C C
HCM2kAvgQ: 1 8 8 5 8 8 1 1 1 7 7 7
Note: Queue reported is the number of cars per lane.

Page 746 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 38 1295 222***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
34 0
Cycle Time (sec): 110
0 164
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.500 1! 3***
0 Avg Crit Del (sec/veh): 28.1 0
20 1 Avg Delay (sec/veh): 23.6 0 67
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 57 1064*** 50
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 57 1064 50 222 1295 38 34 6 20 67 3 164
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1064 50 222 1295 38 34 6 20 67 3 164
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 57 1064 50 222 1295 38 34 6 20 67 3 164
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 1064 50 222 1295 38 34 6 20 67 3 164
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 1064 50 222 1295 38 34 6 20 67 3 164
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 1064 50 222 1295 38 34 6 20 67 3 164
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.86 0.14 1.00 2.91 0.09 0.85 0.15 1.00 0.29 0.01 0.70 Final Sat.: 1750 5348 251 1750 5440 160 1530 270 1750 501 22 1226 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.20 0.13 0.24 0.24 0.02 0.02 0.01 0.13 0.13 0.13 Crit Moves: **** **** ****
Green Time: 15.1 43.7 43.7 27.9 56.5 56.5 29.4 29.4 29.4 29.4 29.4 29.4 Volume/Cap: 0.24 0.50 0.50 0.50 0.46 0.46 0.08 0.08 0.04 0.50 0.50 0.50 Delay/Veh: 42.8 25.1 25.1 36.0 17.2 17.2 30.3 30.3 29.9 34.9 34.9 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: 42.8 25.1 25.1 36.0 17.2 17.2 30.3 30.3 29.9 34.9 34.9 34.9 LOS by Move: D C C D B B C C C C C C
HCM2kAvgQ: 2 10 10 7 10 10 1 1 1 8 8 8
Note: Queue reported is the number of cars per lane.

Page 747 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 20 1073 138***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
51 0
Cycle Time (sec): 110
0 203
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.441 1! 5***
0 Avg Crit Del (sec/veh): 26.3 0
21 1 Avg Delay (sec/veh): 24.2 0 45
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 27 1000*** 18
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 27 1000 18 138 1073 20 51 6 21 45 5 203
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1000 18 138 1073 20 51 6 21 45 5 203
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 27 1000 18 138 1073 20 51 6 21 45 5 203
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 1000 18 138 1073 20 51 6 21 45 5 203
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1000 18 138 1073 20 51 6 21 45 5 203
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 1000 18 138 1073 20 51 6 21 45 5 203
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.94 0.06 1.00 2.94 0.06 0.89 0.11 1.00 0.18 0.02 0.80 Final Sat.: 1750 5501 99 1750 5497 102 1611 189 1750 311 35 1404 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.18 0.18 0.08 0.20 0.20 0.03 0.03 0.01 0.14 0.14 0.14 Crit Moves: **** **** ****
Green Time: 16.0 45.3 45.3 19.7 49.0 49.0 36.0 36.0 36.0 36.0 36.0 36.0 Volume/Cap: 0.11 0.44 0.44 0.44 0.44 0.44 0.10 0.10 0.04 0.44 0.44 0.44 Delay/Veh: 41.0 23.4 23.4 41.3 21.1 21.1 25.8 25.8 25.2 29.6 29.6 29.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 23.4 23.4 41.3 21.1 21.1 25.8 25.8 25.2 29.6 29.6 29.6 LOS by Move: D C C D C C C C C C C C
HCM2kAvgQ: 1 8 8 5 9 9 1 1 1 7 7 7
Note: Queue reported is the number of cars per lane.

Page 748 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #11: Los Gatos Blvd & Garden Ln
Signal=Protect/Rights=Include
Base+Add Vol: 38 1317 226***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
34 0
Cycle Time (sec): 110
0 169
1 Loss Time (sec): 9
0 6 0 Critical V/C: 0.512 1! 3***
0 Avg Crit Del (sec/veh): 28.2 0
20 1 Avg Delay (sec/veh): 23.7 0 67
LOS: C
Lanes: 1 0 2 1 0
Base+Add Vol: 57 1093*** 50
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 57 1093 50 226 1317 38 34 6 20 67 3 169
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1093 50 226 1317 38 34 6 20 67 3 169
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 57 1093 50 226 1317 38 34 6 20 67 3 169
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 1093 50 226 1317 38 34 6 20 67 3 169
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 57 1093 50 226 1317 38 34 6 20 67 3 169
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 1093 50 226 1317 38 34 6 20 67 3 169
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 2.86 0.14 1.00 2.91 0.09 0.85 0.15 1.00 0.28 0.01 0.71 Final Sat.: 1750 5355 245 1750 5443 157 1530 270 1750 491 22 1237 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.20 0.13 0.24 0.24 0.02 0.02 0.01 0.14 0.14 0.14 Crit Moves: **** **** ****
Green Time: 14.9 43.9 43.9 27.8 56.7 56.7 29.4 29.4 29.4 29.4 29.4 29.4 Volume/Cap: 0.24 0.51 0.51 0.51 0.47 0.47 0.08 0.08 0.04 0.51 0.51 0.51 Delay/Veh: 43.0 25.2 25.2 36.3 17.1 17.1 30.3 30.3 29.9 35.2 35.2 35.2 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: 43.0 25.2 25.2 36.3 17.1 17.1 30.3 30.3 29.9 35.2 35.2 35.2 LOS by Move: D C C D B B C C C D D D
HCM2kAvgQ: 2 10 10 7 10 10 1 1 1 8 8 8
Note: Queue reported is the number of cars per lane.

Page 749 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 949*** 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: 0.206 1! 0
0 Avg Crit Del (sec/veh): 6.4 0
0 0 Avg Delay (sec/veh): 9.4 0 10***
LOS: A
Lanes: 1 0 2 1 0
Base+Add Vol: 28*** 1001 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 1001 27 83 949 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 1001 27 83 949 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 1001 27 83 949 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 1001 27 83 949 0 0 0 0 10 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 1001 27 83 949 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 1001 27 83 949 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 5453 147 1750 5700 0 0 0 0 1493 0 2049 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.18 0.18 0.05 0.17 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** ****
Green Time: 10.0 67.6 67.6 23.4 81.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 Volume/Cap: 0.18 0.30 0.30 0.22 0.23 0.00 0.00 0.00 0.00 0.07 0.00 0.02 Delay/Veh: 46.7 10.1 10.1 36.1 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.7 10.1 10.1 36.1 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 LOS by Move: D B B D A A A A A D A D
HCM2kAvgQ: 1 5 5 3 3 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

Page 750 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 1150 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: 0.383 1! 0
0 Avg Crit Del (sec/veh): 20.9 0
0 0 Avg Delay (sec/veh): 17.5 0 104***
LOS: B
Lanes: 1 0 2 1 0
Base+Add Vol: 34 1015*** 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 1015 83 159 1150 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 1015 83 159 1150 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 1015 83 159 1150 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 1015 83 159 1150 0 0 0 0 104 0 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 1015 83 159 1150 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 1015 83 159 1150 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 2.76 0.24 1.00 3.00 0.00 0.00 0.00 0.00 0.90 0.00 1.10 Final Sat.: 1750 5176 423 1750 5700 0 0 0 0 1616 0 1929 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.20 0.09 0.20 0.00 0.00 0.00 0.00 0.06 0.00 0.01 Crit Moves: **** **** ****
Green Time: 19.8 56.4 56.4 26.1 62.7 0.0 0.0 0.0 0.0 18.5 0.0 18.5 Volume/Cap: 0.11 0.38 0.38 0.38 0.35 0.00 0.00 0.00 0.00 0.38 0.00 0.07 Delay/Veh: 37.9 16.3 16.3 35.8 12.8 0.0 0.0 0.0 0.0 41.4 0.0 38.5 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: 37.9 16.3 16.3 35.8 12.8 0.0 0.0 0.0 0.0 41.4 0.0 38.5 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 751 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 978*** 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: 0.212 1! 0
0 Avg Crit Del (sec/veh): 6.4 0
0 0 Avg Delay (sec/veh): 9.3 0 10***
LOS: A
Lanes: 1 0 2 1 0
Base+Add Vol: 28*** 1012 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 1012 27 83 978 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 1012 27 83 978 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 1012 27 83 978 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 1012 27 83 978 0 0 0 0 10 0 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 28 1012 27 83 978 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 1012 27 83 978 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 5454 146 1750 5700 0 0 0 0 1493 0 2049 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.19 0.19 0.05 0.17 0.00 0.00 0.00 0.00 0.01 0.00 0.00 Crit Moves: **** **** ****
Green Time: 10.0 67.8 67.8 23.2 81.0 0.0 0.0 0.0 0.0 10.0 0.0 10.0 Volume/Cap: 0.18 0.30 0.30 0.22 0.23 0.00 0.00 0.00 0.00 0.07 0.00 0.02 Delay/Veh: 46.7 10.0 10.0 36.2 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.7 10.0 10.0 36.2 4.6 0.0 0.0 0.0 0.0 45.9 0.0 45.6 LOS by Move: D B B D A A A A A D A D
HCM2kAvgQ: 1 6 6 3 3 0 0 0 0 0 0 0
Note: Queue reported is the number of cars per lane.

Page 752 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #12: Los Gatos Blvd & Village Square
Signal=Protect/Rights=Include
Base+Add Vol: 0 1172 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: 0.388 1! 0
0 Avg Crit Del (sec/veh): 20.6 0
0 0 Avg Delay (sec/veh): 17.2 0 104***
LOS: B
Lanes: 1 0 2 1 0
Base+Add Vol: 34 1044*** 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 1044 83 159 1172 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 1044 83 159 1172 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 1044 83 159 1172 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 1044 83 159 1172 0 0 0 0 104 0 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 1044 83 159 1172 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 1044 83 159 1172 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 2.77 0.23 1.00 3.00 0.00 0.00 0.00 0.00 0.90 0.00 1.10 Final Sat.: 1750 5187 412 1750 5700 0 0 0 0 1616 0 1929 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.20 0.20 0.09 0.21 0.00 0.00 0.00 0.00 0.06 0.00 0.01 Crit Moves: **** **** ****
Green Time: 19.6 57.0 57.0 25.7 63.2 0.0 0.0 0.0 0.0 18.2 0.0 18.2 Volume/Cap: 0.11 0.39 0.39 0.39 0.36 0.00 0.00 0.00 0.00 0.39 0.00 0.07 Delay/Veh: 38.1 16.1 16.1 36.1 12.6 0.0 0.0 0.0 0.0 41.7 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: 38.1 16.1 16.1 36.1 12.6 0.0 0.0 0.0 0.0 41.7 0.0 38.8 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 753 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 11 740 182***
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
1 279***
0 Loss Time (sec): 9
0 9 1! Critical V/C: 0.438 0 7
0 Avg Crit Del (sec/veh): 30.2 1
24 0 Avg Delay (sec/veh): 28.0 0 205
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 43 793*** 124
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: 43 793 124 182 740 11 19 9 24 205 7 279
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 793 124 182 740 11 19 9 24 205 7 279
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 793 124 182 740 11 19 9 24 205 7 279
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 793 0 182 740 11 19 9 24 205 7 279
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 793 0 182 740 11 19 9 24 205 7 279
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 793 0 182 740 11 19 9 24 205 7 279
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.95 0.05 0.37 0.17 0.46 0.97 0.03 1.00 Final Sat.: 1750 5700 1750 1750 5518 82 639 303 808 1741 59 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.14 0.00 0.10 0.13 0.13 0.03 0.03 0.03 0.12 0.12 0.16 Crit Moves: **** **** ****
Green Time: 19.6 34.9 0.0 26.1 41.4 41.4 40.0 40.0 40.0 40.0 40.0 40.0 Volume/Cap: 0.14 0.44 0.00 0.44 0.36 0.36 0.08 0.08 0.08 0.32 0.32 0.44 Delay/Veh: 38.3 29.9 0.0 36.5 24.8 24.8 23.0 23.0 23.0 25.5 25.5 27.0 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: 38.3 29.9 0.0 36.5 24.8 24.8 23.0 23.0 23.0 25.5 25.5 27.0 LOS by Move: D C A D C C C C C C C C
HCM2kAvgQ: 1 7 0 6 6 6 1 1 1 5 5 8
Note: Queue reported is the number of cars per lane.

Page 754 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 29 946 401***
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
1 179
0 Loss Time (sec): 9
0 19 1! Critical V/C: 0.521 0 9***
0 Avg Crit Del (sec/veh): 34.6 1
19 0 Avg Delay (sec/veh): 28.9 0 190
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 40 813*** 256
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: 40 813 256 401 946 29 107 19 19 190 9 179
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 813 256 401 946 29 107 19 19 190 9 179
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 40 813 256 401 946 29 107 19 19 190 9 179
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 813 0 401 946 29 107 19 19 190 9 179
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 813 0 401 946 29 107 19 19 190 9 179
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 813 0 401 946 29 107 19 19 190 9 179
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.91 0.09 0.74 0.13 0.13 0.95 0.05 1.00 Final Sat.: 1750 5700 1750 1750 5433 167 1291 229 229 1719 81 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.14 0.00 0.23 0.17 0.17 0.08 0.08 0.08 0.11 0.11 0.10 Crit Moves: **** **** ****
Green Time: 21.5 32.8 0.0 52.7 64.1 64.1 25.4 25.4 25.4 25.4 25.4 25.4 Volume/Cap: 0.13 0.52 0.00 0.52 0.33 0.33 0.39 0.39 0.39 0.52 0.52 0.48 Delay/Veh: 41.6 37.3 0.0 25.1 15.8 15.8 41.3 41.3 41.3 43.2 43.2 42.5 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: 41.6 37.3 0.0 25.1 15.8 15.8 41.3 41.3 41.3 43.2 43.2 42.5 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 7 7 7
Note: Queue reported is the number of cars per lane.

Page 755 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 11 764 190***
Lanes: 0 1 2 0 1
Signal=Permit Signal=Permit
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
19 0
Cycle Time (sec): 110
1 282***
0 Loss Time (sec): 9
0 9 1! Critical V/C: 0.447 0 7
0 Avg Crit Del (sec/veh): 30.5 1
24 0 Avg Delay (sec/veh): 28.1 0 205
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 43 804*** 124
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: 43 804 124 190 764 11 19 9 24 205 7 282
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 804 124 190 764 11 19 9 24 205 7 282
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 43 804 124 190 764 11 19 9 24 205 7 282
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 804 0 190 764 11 19 9 24 205 7 282
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 43 804 0 190 764 11 19 9 24 205 7 282
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 804 0 190 764 11 19 9 24 205 7 282
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.96 0.04 0.37 0.17 0.46 0.97 0.03 1.00 Final Sat.: 1750 5700 1750 1750 5520 79 639 303 808 1741 59 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.14 0.00 0.11 0.14 0.14 0.03 0.03 0.03 0.12 0.12 0.16 Crit Moves: **** **** ****
Green Time: 19.3 34.7 0.0 26.7 42.0 42.0 39.6 39.6 39.6 39.6 39.6 39.6 Volume/Cap: 0.14 0.45 0.00 0.45 0.36 0.36 0.08 0.08 0.08 0.33 0.33 0.45 Delay/Veh: 38.5 30.2 0.0 36.1 24.5 24.5 23.3 23.3 23.3 25.8 25.8 27.3 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: 38.5 30.2 0.0 36.1 24.5 24.5 23.3 23.3 23.3 25.8 25.8 27.3 LOS by Move: D C A D C C C C C C C C
HCM2kAvgQ: 1 7 0 6 6 6 1 1 1 5 5 8
Note: Queue reported is the number of cars per lane.

Page 756 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #13: Los Gatos Blvd & Los Gatos Almaden Rd Signal=Protect/Rights=Include
Base+Add Vol: 29 963 407***
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
1 187
0 Loss Time (sec): 9
0 19 1! Critical V/C: 0.552 0 9***
0 Avg Crit Del (sec/veh): 35.5 1
19 0 Avg Delay (sec/veh): 29.6 0 190
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 40 835*** 256
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: 40 835 256 407 963 29 107 19 19 190 9 187
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 835 256 407 963 29 107 19 19 190 9 187
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 16 -16 0 0 0 0 22 0 0
Initial Fut: 40 835 256 423 947 29 107 19 19 212 9 187
User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 835 0 423 947 29 107 19 19 212 9 187
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 40 835 0 423 947 29 107 19 19 212 9 187
PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 835 0 423 947 29 107 19 19 212 9 187
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 3.00 1.00 1.00 2.91 0.09 0.74 0.13 0.13 0.96 0.04 1.00 Final Sat.: 1750 5700 1750 1750 5433 166 1291 229 229 1727 73 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.15 0.00 0.24 0.17 0.17 0.08 0.08 0.08 0.12 0.12 0.11 Crit Moves: **** **** ****
Green Time: 21.1 31.8 0.0 52.5 63.2 63.2 26.7 26.7 26.7 26.7 26.7 26.7 Volume/Cap: 0.13 0.55 0.00 0.55 0.33 0.33 0.37 0.37 0.37 0.55 0.55 0.48 Delay/Veh: 41.9 38.4 0.0 25.9 16.4 16.4 40.2 40.2 40.2 43.0 43.0 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.9 38.4 0.0 25.9 16.4 16.4 40.2 40.2 40.2 43.0 43.0 41.6 LOS by Move: D D A C B B D D D D D D
HCM2kAvgQ: 1 9 0 13 7 7 5 5 5 8 8 7
Note: Queue reported is the number of cars per lane.

Page 757 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 208 454 217***
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:
215*** 2
Cycle Time (sec): 126
0 266
0 Loss Time (sec): 12
1 143 1 Critical V/C: 0.483 1 389***
1 Avg Crit Del (sec/veh): 39.2 0
43 0 Avg Delay (sec/veh): 39.5 2 256
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 169 466*** 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: 169 466 148 217 454 208 215 143 43 256 389 266 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 466 148 217 454 208 215 143 43 256 389 266 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 169 466 148 217 454 208 215 143 43 256 389 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 466 148 217 454 208 215 143 43 256 389 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 466 148 217 454 208 215 143 43 256 389 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 466 148 217 454 208 215 143 43 256 389 266 ------------|---------------||---------------||---------------||---------------| 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 1.17 0.83 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 2844 855 3150 2196 1502 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.12 0.08 0.07 0.12 0.12 0.07 0.05 0.05 0.08 0.18 0.18 Crit Moves: **** **** **** ****
Green Time: 15.9 32.0 32.0 18.0 34.1 34.1 17.8 31.6 31.6 32.4 46.2 46.2 Volume/Cap: 0.43 0.48 0.33 0.48 0.44 0.44 0.48 0.20 0.20 0.32 0.48 0.48 Delay/Veh: 51.6 40.3 38.7 50.6 38.4 38.7 50.7 37.3 37.3 38.1 31.0 31.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.6 40.3 38.7 50.6 38.4 38.7 50.7 37.3 37.3 38.1 31.0 31.0 LOS by Move: D D D D D D D D D D C C
HCM2kAvgQ: 4 8 5 5 7 7 5 3 3 5 10 10
Note: Queue reported is the number of cars per lane.

Page 758 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 244 530 322***
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:
302*** 2
Cycle Time (sec): 126
0 204
0 Loss Time (sec): 12
1 307 1 Critical V/C: 0.524 1 227***
1 Avg Crit Del (sec/veh): 43.8 0
41 0 Avg Delay (sec/veh): 39.7 2 230
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 142 521 279***
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: 142 521 279 322 530 244 302 307 41 230 227 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 521 279 322 530 244 302 307 41 230 227 204 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 142 521 279 322 530 244 302 307 41 230 227 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 521 279 322 530 244 302 307 41 230 227 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 521 279 322 530 244 302 307 41 230 227 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 521 279 322 530 244 302 307 41 230 227 204 ------------|---------------||---------------||---------------||---------------| 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 1.03 0.97 Final Sat.: 3150 3800 1750 3150 3800 1750 3150 3264 436 3150 1947 1750 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.16 0.10 0.14 0.14 0.10 0.09 0.09 0.07 0.12 0.12 Crit Moves: **** **** **** ****
Green Time: 17.9 38.3 38.3 24.6 45.0 45.0 23.1 28.8 28.8 22.3 28.0 28.0 Volume/Cap: 0.32 0.45 0.52 0.52 0.39 0.39 0.52 0.41 0.41 0.41 0.52 0.52 Delay/Veh: 48.9 35.6 37.2 46.3 30.4 30.7 47.4 41.7 41.7 46.5 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.9 35.6 37.2 46.3 30.4 30.7 47.4 41.7 41.7 46.5 43.7 43.7 LOS by Move: D D D D C C D D D D D D
HCM2kAvgQ: 3 8 10 7 8 8 7 6 6 5 8 8
Note: Queue reported is the number of cars per lane.

Page 759 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 210 462 231***
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:
217*** 2
Cycle Time (sec): 126
0 272
0 Loss Time (sec): 12
1 143 1 Critical V/C: 0.491 1 389***
1 Avg Crit Del (sec/veh): 39.5 0
43 0 Avg Delay (sec/veh): 39.6 2 256
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 169 469*** 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: 169 469 148 231 462 210 217 143 43 256 389 272 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: 169 469 148 231 462 210 217 143 43 256 389 272 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: 169 469 148 231 462 210 217 143 43 256 389 272 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: 169 469 148 231 462 210 217 143 43 256 389 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 169 469 148 231 462 210 217 143 43 256 389 272 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: 169 469 148 231 462 210 217 143 43 256 389 272 ------------|---------------||---------------||---------------||---------------| 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 0.12 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 31.7 31.7 18.8 34.6 34.6 17.7 31.4 31.4 32.1 45.9 45.9 Volume/Cap: 0.43 0.49 0.34 0.49 0.44 0.44 0.49 0.20 0.20 0.32 0.49 0.49 Delay/Veh: 51.6 40.7 39.0 50.0 38.0 38.3 50.9 37.5 37.5 38.3 31.3 31.3 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: 51.6 40.7 39.0 50.0 38.0 38.3 50.9 37.5 37.5 38.3 31.3 31.3 LOS by Move: D D D D D D D D D D C C
HCM2kAvgQ: 4 8 5 5 7 7 5 3 3 5 10 10
Note: Queue reported is the number of cars per lane.

Page 760 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #14: Los Gatos Blvd & Blossom Hill Rd
Signal=Protect/Rights=Include
Base+Add Vol: 245 536 332***
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:
303*** 2
Cycle Time (sec): 126
0 217
0 Loss Time (sec): 12
1 307 1 Critical V/C: 0.531 1 227***
1 Avg Crit Del (sec/veh): 43.9 0
41 0 Avg Delay (sec/veh): 39.8 2 230
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 142 529 279***
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: 142 529 279 332 536 245 303 307 41 230 227 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 142 529 279 332 536 245 303 307 41 230 227 217 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 142 529 279 332 536 245 303 307 41 230 227 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 142 529 279 332 536 245 303 307 41 230 227 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 142 529 279 332 536 245 303 307 41 230 227 217 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 142 529 279 332 536 245 303 307 41 230 227 217 ------------|---------------||---------------||---------------||---------------| 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 0.14 0.14 0.10 0.09 0.09 0.07 0.12 0.12 Crit Moves: **** **** **** ****
Green Time: 17.7 37.8 37.8 25.0 45.1 45.1 22.8 28.8 28.8 22.4 28.4 28.4 Volume/Cap: 0.32 0.46 0.53 0.53 0.39 0.39 0.53 0.41 0.41 0.41 0.53 0.54 Delay/Veh: 49.1 36.2 37.8 46.1 30.5 30.6 47.7 41.7 41.7 46.5 43.6 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.1 36.2 37.8 46.1 30.5 30.6 47.7 41.7 41.7 46.5 43.6 43.7 LOS by Move: D D D D C C D D D D D D
HCM2kAvgQ: 3 8 10 7 8 8 7 6 6 5 8 8
Note: Queue reported is the number of cars per lane.

Page 761 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 26 561 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: 0.544 0 0
0 Avg Crit Del (sec/veh): 9.0 0
132 0 Avg Delay (sec/veh): 11.3 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 125 1438*** 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: 125 1438 0 0 561 26 51 0 132 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 1438 0 0 561 26 51 0 132 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 125 1438 0 0 561 26 51 0 132 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 125 1438 0 0 561 26 51 0 132 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 125 1438 0 0 561 26 51 0 132 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 125 1438 0 0 561 26 51 0 132 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.97 0.95 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 0.00 1.91 0.09 0.28 0.00 0.72 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3536 164 488 0 1262 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.38 0.00 0.00 0.16 0.16 0.10 0.00 0.10 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 19.8 55.6 0.0 0.0 35.9 35.9 15.4 0.0 15.4 0.0 0.0 0.0 Volume/Cap: 0.29 0.54 0.00 0.00 0.35 0.35 0.54 0.00 0.54 0.00 0.00 0.00 Delay/Veh: 24.8 6.2 0.0 0.0 14.6 14.6 31.0 0.0 31.0 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: 24.8 6.2 0.0 0.0 14.6 14.6 31.0 0.0 31.0 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 762 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 61 876*** 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: 0.555 0 0
0 Avg Crit Del (sec/veh): 20.4 0
193 0 Avg Delay (sec/veh): 15.0 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 188*** 855 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: 188 855 0 0 876 61 38 0 193 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 855 0 0 876 61 38 0 193 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 188 855 0 0 876 61 38 0 193 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 855 0 0 876 61 38 0 193 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 188 855 0 0 876 61 38 0 193 0 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 855 0 0 876 61 38 0 193 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 1.00 2.00 0.00 0.00 1.87 0.13 0.16 0.00 0.84 0.00 0.00 0.00 Final Sat.: 1750 3800 0 0 3459 241 288 0 1462 0 0 0
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.11 0.23 0.00 0.00 0.25 0.25 0.13 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
Green Time: 15.5 52.0 0.0 0.0 36.5 36.5 19.0 0.0 19.0 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: 31.2 6.4 0.0 0.0 16.2 16.2 28.4 0.0 28.4 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: 31.2 6.4 0.0 0.0 16.2 16.2 28.4 0.0 28.4 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 763 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 26 569 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: 0.550 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: 128 1455*** 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: 128 1455 0 0 569 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: 128 1455 0 0 569 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: 128 1455 0 0 569 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: 128 1455 0 0 569 26 51 0 133 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 1455 0 0 569 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: 128 1455 0 0 569 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 3538 162 485 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: 19.6 55.7 0.0 0.0 36.1 36.1 15.3 0.0 15.3 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: 25.0 6.2 0.0 0.0 14.5 14.5 31.2 0.0 31.2 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: 25.0 6.2 0.0 0.0 14.5 14.5 31.2 0.0 31.2 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 764 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #15: Winchester Blvd & Wimbledon Dr
Signal=Protect/Rights=Include
Base+Add Vol: 61 894*** 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: 0.564 0 0
0 Avg Crit Del (sec/veh): 20.5 0
196*** 0 Avg Delay (sec/veh): 15.1 0 0
LOS: B
Lanes: 1 0 2 0 0
Base+Add Vol: 190*** 868 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: 190 868 0 0 894 61 38 0 196 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: 190 868 0 0 894 61 38 0 196 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: 190 868 0 0 894 61 38 0 196 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: 190 868 0 0 894 61 38 0 196 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 190 868 0 0 894 61 38 0 196 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: 190 868 0 0 894 61 38 0 196 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 3463 236 284 0 1466 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 52.0 0.0 0.0 36.6 36.6 19.0 0.0 19.0 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: 31.5 6.4 0.0 0.0 16.3 16.3 28.7 0.0 28.7 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: 31.5 6.4 0.0 0.0 16.3 16.3 28.7 0.0 28.7 0.0 0.0 0.0 LOS by Move: C A A A B B C A C A A A
HCM2kAvgQ: 5 5 0 0 9 9 6 0 6 0 0 0
Note: Queue reported is the number of cars per lane.

Page 765 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 65 525 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: 0.441 1! 1***
0 Avg Crit Del (sec/veh): 14.4 0
38 0 Avg Delay (sec/veh): 15.4 1 16
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 77 1220*** 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 1220 78 37 525 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 1220 78 37 525 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 1220 78 37 525 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 1220 78 37 525 65 32 1 38 16 1 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1220 78 37 525 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 1220 78 37 525 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 1.77 0.23 0.45 0.01 0.54 1.89 0.11 0.00 Final Sat.: 1750 3800 1750 1750 3292 408 789 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: 20.7 61.0 71.0 7.0 47.3 47.3 10.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.21 0.53 0.06 0.30 0.34 0.34 0.41 0.41 0.41 0.05 0.05 0.00 Delay/Veh: 33.1 11.4 4.4 45.6 16.7 16.7 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: 33.1 11.4 4.4 45.6 16.7 16.7 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 766 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 74 817*** 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: 0.438 1! 1***
0 Avg Crit Del (sec/veh): 22.2 0
54 0 Avg Delay (sec/veh): 19.7 1 31
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 127*** 858 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: 127 858 10 8 817 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: 127 858 10 8 817 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: 127 858 10 8 817 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: 127 858 10 8 817 74 51 0 54 31 1 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 858 10 8 817 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: 127 858 10 8 817 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 3392 307 850 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: 15.2 50.0 60.0 15.5 50.3 50.3 12.5 0.0 12.5 10.0 10.0 10.0 Volume/Cap: 0.48 0.45 0.01 0.03 0.48 0.48 0.48 0.00 0.48 0.10 0.12 0.12 Delay/Veh: 40.2 16.3 8.1 35.9 16.5 16.5 42.3 0.0 42.3 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: 40.2 16.3 8.1 35.9 16.5 16.5 42.3 0.0 42.3 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 767 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 65 533 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: 0.446 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 1237*** 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 1237 78 37 533 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 1237 78 37 533 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 1237 78 37 533 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 1237 78 37 533 65 32 1 38 16 1 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 77 1237 78 37 533 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 1237 78 37 533 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 3298 402 789 25 937 3306 194 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.33 0.04 0.02 0.16 0.16 0.04 0.04 0.04 0.00 0.01 0.00 Crit Moves: **** **** **** ****
Green Time: 20.5 61.0 71.0 7.0 47.5 47.5 10.0 10.0 10.0 10.0 10.0 0.0 Volume/Cap: 0.21 0.53 0.06 0.30 0.34 0.34 0.41 0.41 0.41 0.05 0.05 0.00 Delay/Veh: 33.3 11.5 4.4 45.6 16.6 16.6 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: 33.3 11.5 4.4 45.6 16.6 16.6 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 768 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #16: Winchester Blvd & Albright Wy
Signal=Protect/Rights=Include
Base+Add Vol: 74 835*** 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: 0.443 1! 1***
0 Avg Crit Del (sec/veh): 22.0 0
54 0 Avg Delay (sec/veh): 19.6 1 31
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 127*** 871 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: 127 871 10 8 835 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: 127 871 10 8 835 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: 127 871 10 8 835 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: 127 871 10 8 835 74 51 0 54 31 1 4
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 127 871 10 8 835 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: 127 871 10 8 835 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 3399 301 850 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: 15.0 50.3 60.3 15.4 50.7 50.7 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: 40.4 16.2 7.9 36.0 16.3 16.3 42.6 0.0 42.6 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: 40.4 16.2 7.9 36.0 16.3 16.3 42.6 0.0 42.6 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 769 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 565 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: 0.574 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 1219*** 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 1219 0 0 565 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 1219 0 0 565 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 1219 0 0 565 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 1219 0 0 565 0 306 0 367 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1219 0 0 565 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 1219 0 0 565 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 44.7 0.0 0.0 44.7 0.0 29.3 0.0 29.3 0.0 0.0 0.0 Volume/Cap: 0.00 0.57 0.00 0.00 0.27 0.00 0.48 0.00 0.57 0.00 0.00 0.00 Delay/Veh: 0.0 11.8 0.0 0.0 9.2 0.0 20.1 0.0 21.6 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 11.8 0.0 0.0 9.2 0.0 20.1 0.0 21.6 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 770 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 774 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: 0.416 0 0
0 Avg Crit Del (sec/veh): 9.3 0
156 1 Avg Delay (sec/veh): 9.1 0 0
LOS: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1046*** 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 1046 0 0 774 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 1046 0 0 774 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 1046 0 0 774 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 1046 0 0 774 0 191 0 156 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1046 0 0 774 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 1046 0 0 774 0 191 0 156 0 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.28 0.00 0.00 0.20 0.00 0.11 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** ****
Green Time: 0.0 53.0 0.0 0.0 53.0 0.0 21.0 0.0 21.0 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 6.4 0.0 0.0 5.8 0.0 25.0 0.0 24.3 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 6.4 0.0 0.0 5.8 0.0 25.0 0.0 24.3 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 771 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 573 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: 0.578 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 1236*** 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 1236 0 0 573 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 1236 0 0 573 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 1236 0 0 573 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 1236 0 0 573 0 306 0 367 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1236 0 0 573 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 1236 0 0 573 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 45.0 0.0 0.0 45.0 0.0 29.0 0.0 29.0 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 9.1 0.0 20.3 0.0 21.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 11.8 0.0 0.0 9.1 0.0 20.3 0.0 21.9 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 772 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #17: Winchester Blvd & SR 85 SB Ramp
Signal=Permit/Rights=Include
Base+Add Vol: 0 792 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: 0.419 0 0
0 Avg Crit Del (sec/veh): 9.2 0
156 1 Avg Delay (sec/veh): 9.1 0 0
LOS: A
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1059*** 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 1059 0 0 792 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 1059 0 0 792 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 1059 0 0 792 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 1059 0 0 792 0 191 0 156 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 1059 0 0 792 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 1059 0 0 792 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 5.8 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 5.8 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 773 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 300*** 527 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*** 1117 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 1117 17 6 527 300 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 1117 17 6 527 300 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 1117 17 6 527 300 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 1117 17 6 527 300 0 0 0 22 15 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 393 1117 17 6 527 300 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 1117 17 6 527 300 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 0.29 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 47.0 47.0 14.0 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 0.42 0.52 0.00 0.00 0.00 0.10 0.13 0.13 Delay/Veh: 17.3 9.8 6.9 27.4 21.1 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 6.9 27.4 21.1 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 774 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 310 747*** 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: 0.429 0 23***
0 Avg Crit Del (sec/veh): 18.7 0
0 0 Avg Delay (sec/veh): 15.3 1 21
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 290*** 906 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: 290 906 33 10 747 310 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: 290 906 33 10 747 310 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: 290 906 33 10 747 310 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: 290 906 33 10 747 310 0 0 0 21 23 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 290 906 33 10 747 310 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: 290 906 33 10 747 310 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: 27.9 44.6 44.6 16.4 33.1 33.1 0.0 0.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.48 0.43 0.03 0.03 0.48 0.43 0.00 0.00 0.00 0.10 0.15 0.15 Delay/Veh: 20.9 10.4 8.0 25.5 17.3 17.1 0.0 0.0 0.0 31.2 31.5 31.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.9 10.4 8.0 25.5 17.3 17.1 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 775 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 300*** 535 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): 15.5 1 22
LOS: B
Lanes: 1 0 2 0 1
Base+Add Vol: 393*** 1134 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 1134 17 6 535 300 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 1134 17 6 535 300 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 1134 17 6 535 300 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 1134 17 6 535 300 0 0 0 22 15 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 393 1134 17 6 535 300 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 1134 17 6 535 300 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 47.2 47.2 13.8 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 0.43 0.52 0.00 0.00 0.00 0.10 0.13 0.13 Delay/Veh: 17.3 9.8 6.8 27.5 21.1 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 27.5 21.1 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 776 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #18: Winchester Blvd & SR 85 NB Ramp
Signal=Protect/Rights=Include
Base+Add Vol: 310 765*** 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: 0.434 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*** 919 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: 290 919 33 10 765 310 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: 290 919 33 10 765 310 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: 290 919 33 10 765 310 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: 290 919 33 10 765 310 0 0 0 21 23 10
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 290 919 33 10 765 310 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: 290 919 33 10 765 310 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: 27.5 44.8 44.8 16.2 33.5 33.5 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: 21.2 10.4 7.9 25.6 17.2 16.8 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: 21.2 10.4 7.9 25.6 17.2 16.8 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 777 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 294*** 449 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: 0.591 1! 26***
0 Avg Crit Del (sec/veh): 39.4 0
266*** 1 Avg Delay (sec/veh): 34.2 0 59
LOS: C
Lanes: 2 0 2 0 1
Base+Add Vol: 415*** 501 231
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: 415 501 231 38 449 294 290 36 266 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: 415 501 231 38 449 294 290 36 266 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: 415 501 231 38 449 294 290 36 266 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: 415 501 231 38 449 294 290 36 266 59 26 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 415 501 231 38 449 294 290 36 266 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: 415 501 231 38 449 294 290 36 266 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 0.15 0.06 0.06 0.06 Crit Moves: **** **** **** ****
Green Time: 24.5 37.6 37.6 18.1 31.3 31.3 28.3 28.3 28.3 11.0 11.0 11.0 Volume/Cap: 0.59 0.39 0.39 0.13 0.42 0.59 0.36 0.36 0.59 0.59 0.59 0.59 Delay/Veh: 39.6 27.6 27.8 39.4 32.2 35.8 33.7 33.7 37.9 52.7 52.7 52.7 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: 39.6 27.6 27.8 39.4 32.2 35.8 33.7 33.7 37.9 52.7 52.7 52.7 LOS by Move: D C C D C D C C D D D D
HCM2kAvgQ: 8 6 6 1 6 10 5 5 9 5 5 5
Note: Queue reported is the number of cars per lane.

Page 778 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 150 534*** 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: 0.669 1! 25***
0 Avg Crit Del (sec/veh): 42.6 0
353*** 1 Avg Delay (sec/veh): 39.4 0 158
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 332*** 501 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: 332 501 60 36 534 150 258 17 353 158 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: 332 501 60 36 534 150 258 17 353 158 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: 332 501 60 36 534 150 258 17 353 158 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: 332 501 60 36 534 150 258 17 353 158 25 44
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 332 501 60 36 534 150 258 17 353 158 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: 332 501 60 36 534 150 258 17 353 158 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 0.20 0.13 0.13 0.13 Crit Moves: **** **** **** ****
Green Time: 17.3 27.3 27.3 13.2 23.1 23.1 33.2 33.2 33.2 21.3 21.3 21.3 Volume/Cap: 0.67 0.53 0.14 0.17 0.67 0.41 0.26 0.26 0.67 0.67 0.67 0.67 Delay/Veh: 47.1 36.4 32.3 43.9 42.1 38.3 29.2 29.2 36.9 46.1 46.1 46.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.1 36.4 32.3 43.9 42.1 38.3 29.2 29.2 36.9 46.1 46.1 46.1 LOS by Move: D D C D D D C C D D D D
HCM2kAvgQ: 8 8 2 1 9 5 4 4 12 9 9 9
Note: Queue reported is the number of cars per lane.

Page 779 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 294*** 454 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: 0.595 1! 26***
0 Avg Crit Del (sec/veh): 39.5 0
269*** 1 Avg Delay (sec/veh): 34.2 0 59
LOS: C
Lanes: 2 0 2 0 1
Base+Add Vol: 421*** 512 231
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: 421 512 231 38 454 294 290 36 269 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: 421 512 231 38 454 294 290 36 269 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: 421 512 231 38 454 294 290 36 269 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: 421 512 231 38 454 294 290 36 269 59 26 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 421 512 231 38 454 294 290 36 269 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: 421 512 231 38 454 294 290 36 269 59 26 18 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.13 0.13 0.13 0.02 0.12 0.17 0.09 0.09 0.15 0.06 0.06 0.06 Crit Moves: **** **** **** ****
Green Time: 24.7 37.9 37.9 17.9 31.0 31.0 28.4 28.4 28.4 10.9 10.9 10.9 Volume/Cap: 0.60 0.39 0.38 0.13 0.42 0.60 0.36 0.36 0.60 0.60 0.60 0.60 Delay/Veh: 39.6 27.5 27.7 39.6 32.5 36.0 33.6 33.6 37.9 53.0 53.0 53.0 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: 39.6 27.5 27.7 39.6 32.5 36.0 33.6 33.6 37.9 53.0 53.0 53.0 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 780 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #19: Winchester Blvd & Knowles Dr
Signal=Protect/Rights=Include
Base+Add Vol: 150 545*** 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: 0.678 1! 25***
0 Avg Crit Del (sec/veh): 42.9 0
360*** 1 Avg Delay (sec/veh): 39.5 0 158
LOS: D
Lanes: 2 0 2 0 1
Base+Add Vol: 337*** 509 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: 337 509 60 36 545 150 258 17 360 158 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: 337 509 60 36 545 150 258 17 360 158 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: 337 509 60 36 545 150 258 17 360 158 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: 337 509 60 36 545 150 258 17 360 158 25 44
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 337 509 60 36 545 150 258 17 360 158 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: 337 509 60 36 545 150 258 17 360 158 25 44 ------------|---------------||---------------||---------------||---------------| Saturation Flow 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: 17.3 27.5 27.5 13.1 23.3 23.3 33.4 33.4 33.4 21.0 21.0 21.0 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: 47.5 36.3 32.2 44.0 42.3 38.1 29.1 29.1 37.1 46.9 46.9 46.9 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: 47.5 36.3 32.2 44.0 42.3 38.1 29.1 29.1 37.1 46.9 46.9 46.9 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 781 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 36 830*** 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: 0.293 1 39
0 Avg Crit Del (sec/veh): 22.9 0
106 1 Avg Delay (sec/veh): 23.5 1 157***
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 64*** 643 71
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: 64 643 71 26 830 36 38 24 106 157 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: 64 643 71 26 830 36 38 24 106 157 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: 64 643 71 26 830 36 38 24 106 157 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: 64 643 71 26 830 36 38 24 106 157 39 65
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 643 71 26 830 36 38 24 106 157 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: 64 643 71 26 830 36 38 24 106 157 39 65
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

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

Vol/Sat: 0.04 0.11 0.04 0.01 0.15 0.02 0.02 0.01 0.06 0.09 0.02 0.04 Crit Moves: **** **** ****
Green Time: 15.7 52.5 52.5 25.9 62.7 62.7 38.6 38.6 54.3 38.6 38.6 64.5 Volume/Cap: 0.29 0.27 0.10 0.07 0.29 0.04 0.07 0.04 0.14 0.29 0.07 0.07 Delay/Veh: 50.8 24.2 22.4 40.5 18.7 16.3 31.0 30.7 21.8 33.6 31.0 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.8 24.2 22.4 40.5 18.7 16.3 31.0 30.7 21.8 33.6 31.0 15.6 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 782 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 27 590 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: 0.266 1 8
0 Avg Crit Del (sec/veh): 11.8 0
107 1 Avg Delay (sec/veh): 15.6 1 74***
LOS: B
Lanes: 1 0 3 0 1
Base+Add Vol: 62 1025*** 112
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 1025 112 42 590 27 34 34 107 74 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 1025 112 42 590 27 34 34 107 74 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 1025 112 42 590 27 34 34 107 74 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 1025 112 42 590 27 34 34 107 74 8 28
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 1025 112 42 590 27 34 34 107 74 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 1025 112 42 590 27 34 34 107 74 8 28
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.18 0.06 0.02 0.10 0.02 0.02 0.02 0.06 0.04 0.00 0.02 Crit Moves: **** **** ****
Green Time: 33.1 81.1 81.1 10.8 58.8 58.8 19.1 19.1 52.2 19.1 19.1 29.9 Volume/Cap: 0.13 0.27 0.09 0.27 0.21 0.03 0.12 0.11 0.14 0.27 0.03 0.06 Delay/Veh: 32.7 7.7 6.8 51.8 17.4 15.9 43.5 43.4 20.5 44.8 42.7 34.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.7 7.7 6.8 51.8 17.4 15.9 43.5 43.4 20.5 44.8 42.7 34.4 LOS by Move: C A A D B B D D C D D C
HCM2kAvgQ: 2 5 2 2 4 1 1 1 2 3 0 1
Note: Queue reported is the number of cars per lane.

Page 783 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 36 835*** 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: 0.294 1 39
0 Avg Crit Del (sec/veh): 22.8 0
106 1 Avg Delay (sec/veh): 23.4 1 157***
LOS: C
Lanes: 1 0 3 0 1
Base+Add Vol: 64*** 654 71
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: 64 654 71 26 835 36 38 24 106 157 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: 64 654 71 26 835 36 38 24 106 157 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: 64 654 71 26 835 36 38 24 106 157 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: 64 654 71 26 835 36 38 24 106 157 39 65
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 64 654 71 26 835 36 38 24 106 157 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: 64 654 71 26 835 36 38 24 106 157 39 65
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.11 0.04 0.01 0.15 0.02 0.02 0.01 0.06 0.09 0.02 0.04 Crit Moves: **** **** ****
Green Time: 15.7 52.9 52.9 25.6 62.8 62.8 38.5 38.5 54.2 38.5 38.5 64.1 Volume/Cap: 0.29 0.27 0.10 0.07 0.29 0.04 0.07 0.04 0.14 0.29 0.07 0.07 Delay/Veh: 50.9 24.0 22.2 40.7 18.6 16.2 31.1 30.8 21.9 33.7 31.1 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.9 24.0 22.2 40.7 18.6 16.2 31.1 30.8 21.9 33.7 31.1 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 784 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #20: Bascom Ave & White Oaks
Signal=Protect/Rights=Overlap
Base+Add Vol: 27 601 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: 0.268 1 8
0 Avg Crit Del (sec/veh): 11.7 0
107 1 Avg Delay (sec/veh): 15.5 1 74***
LOS: B
Lanes: 1 0 3 0 1
Base+Add Vol: 62 1034*** 112
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 1034 112 42 601 27 34 34 107 74 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 1034 112 42 601 27 34 34 107 74 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 1034 112 42 601 27 34 34 107 74 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 1034 112 42 601 27 34 34 107 74 8 28
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 62 1034 112 42 601 27 34 34 107 74 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 1034 112 42 601 27 34 34 107 74 8 28
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.04 0.18 0.06 0.02 0.11 0.02 0.02 0.02 0.06 0.04 0.00 0.02 Crit Moves: **** **** ****
Green Time: 32.8 81.3 81.3 10.8 59.3 59.3 19.0 19.0 51.7 19.0 19.0 29.7 Volume/Cap: 0.13 0.27 0.09 0.27 0.21 0.03 0.12 0.11 0.14 0.27 0.03 0.06 Delay/Veh: 33.0 7.7 6.7 51.9 17.2 15.6 43.6 43.5 20.8 44.9 42.8 34.6 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: 33.0 7.7 6.7 51.9 17.2 15.6 43.6 43.5 20.8 44.9 42.8 34.6 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 785 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

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

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

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

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

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

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

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

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

Page 786 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

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

Page 787 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 30 790 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: 0.171 0 0
0 Avg Crit Del (sec/veh): 0.6 0
102 1 Avg Delay (sec/veh): 0.6 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1057 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 1057 0 0 790 30 0 0 102 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1057 0 0 790 30 0 0 102 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1057 0 0 790 30 0 0 102 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1057 0 0 790 30 0 0 102 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1057 0 0 790 30 0 0 102 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

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

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 410 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 596 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 596 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.17 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 12.3 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 12.3 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 788 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #21: Los Gatos Blvd & C5 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 76 1100 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: 0.177 0 0
0 Avg Crit Del (sec/veh): 0.4 0
81 1 Avg Delay (sec/veh): 0.4 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 1100 76 0 0 81 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1408 0 0 1100 76 0 0 81 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1408 0 0 1100 76 0 0 81 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1408 0 0 1100 76 0 0 81 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1408 0 0 1100 76 0 0 81 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 588 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 457 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 457 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.18 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 14.6 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 14.6 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 789 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background AM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

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

Page 790 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Background PM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 0 0 0
Lanes: 0 1 1 0 0
Signal=Stop Signal=Stop
Base+Add
Vol:

ApproachDel: 0.0 0.0 0.0 0.0
ApproachLOS:

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

Page 791 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj AM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 21 871 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: 0.055 0 0
0 Avg Crit Del (sec/veh): 0.2 0
31 1 Avg Delay (sec/veh): 0.2 0 0
LOS: B
Lanes: 0 0 2 0 0
Base+Add Vol: 0 1057 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 1057 0 0 871 21 0 0 31 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1057 0 0 871 21 0 0 31 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1057 0 0 871 21 0 0 31 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1057 0 0 871 21 0 0 31 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1057 0 0 871 21 0 0 31 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 446 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 565 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 565 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 11.7 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 11.7 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 792 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 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)
Bckg+Prj PM
Intersection #22: Los Gatos Blvd & C1 St
Signal=Uncontrol/Rights=Include
Base+Add Vol: 48 1133 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: 0.064 0 0
0 Avg Crit Del (sec/veh): 0.1 0
29 1 Avg Delay (sec/veh): 0.1 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 1133 48 0 0 29 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1408 0 0 1133 48 0 0 29 0 0 0
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 1408 0 0 1133 48 0 0 29 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1408 0 0 1133 48 0 0 29 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 1408 0 0 1133 48 0 0 29 0 0 0
------------|---------------||---------------||---------------||---------------| Critical Gap Module:

Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 591 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 456 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 456 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 13.4 xxxxx xxxx xxxxx LOS by Move: * * * * * * * * B * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 13.4 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.

Page 793 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:15:06 2024 Page 3-89
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose

Page 794 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 255 432***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 1106
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.476 0 0
0 Avg Crit Del (sec/veh): 22.7 0
0 0 Avg Delay (sec/veh): 18.6 1 166***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 362*** 185
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 362 185 432 255 0 0 0 0 166 0 1106
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 362 185 432 255 0 0 0 0 166 0 1106
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 362 185 432 255 0 0 0 0 166 0 1106
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 362 185 432 255 0 0 0 0 166 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 362 185 432 255 0 0 0 0 166 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 362 185 432 255 0 0 0 0 166 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 2.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 3150 1900 0 0 0 0 1750 0 1750
------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.11 0.14 0.13 0.00 0.00 0.00 0.00 0.09 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 32.0 32.0 23.0 55.1 0.0 0.0 0.0 0.0 15.9 0.0 0.0 Volume/Cap: 0.00 0.48 0.26 0.48 0.20 0.00 0.00 0.00 0.00 0.48 0.00 0.00 Delay/Veh: 0.0 18.3 16.3 23.9 4.6 0.0 0.0 0.0 0.0 29.4 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.3 16.3 23.9 4.6 0.0 0.0 0.0 0.0 29.4 0.0 0.0 LOS by Move: A B B C A A A A A C A A
HCM2kAvgQ: 0 7 3 6 2 0 0 0 0 4 0 0
Note: Queue reported is the number of cars per lane.

Page 795 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative PM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 357 757***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 749
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.602 0 0
0 Avg Crit Del (sec/veh): 23.7 0
0 0 Avg Delay (sec/veh): 20.2 1 245***
LOS: C
Lanes: 0 0 1 0 1
Base+Add Vol: 0 293*** 150
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 293 150 757 357 0 0 0 0 245 0 749
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 293 150 757 357 0 0 0 0 245 0 749
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 293 150 757 357 0 0 0 0 245 0 749
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 293 150 757 357 0 0 0 0 245 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 293 150 757 357 0 0 0 0 245 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 293 150 757 357 0 0 0 0 245 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.15 0.09 0.24 0.19 0.00 0.00 0.00 0.00 0.14 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 20.5 20.5 31.9 52.4 0.0 0.0 0.0 0.0 18.6 0.0 0.0 Volume/Cap: 0.00 0.60 0.33 0.60 0.29 0.00 0.00 0.00 0.00 0.60 0.00 0.00 Delay/Veh: 0.0 28.3 24.7 19.8 6.0 0.0 0.0 0.0 0.0 29.9 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.3 24.7 19.8 6.0 0.0 0.0 0.0 0.0 29.9 0.0 0.0 LOS by Move: A C C B A A A A A C A A
HCM2kAvgQ: 0 7 3 9 4 0 0 0 0 7 0 0
Note: Queue reported is the number of cars per lane.

Page 796 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumul+Prj AM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 255 441***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 1126
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.483 0 0
0 Avg Crit Del (sec/veh): 22.9 0
0 0 Avg Delay (sec/veh): 18.8 1 172***
LOS: B
Lanes: 0 0 1 0 1
Base+Add Vol: 0 362*** 188
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 362 188 441 255 0 0 0 0 172 0 1126
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 362 188 441 255 0 0 0 0 172 0 1126
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 362 188 441 255 0 0 0 0 172 0 1126
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 362 188 441 255 0 0 0 0 172 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 362 188 441 255 0 0 0 0 172 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 362 188 441 255 0 0 0 0 172 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.19 0.11 0.14 0.13 0.00 0.00 0.00 0.00 0.10 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 31.5 31.5 23.2 54.7 0.0 0.0 0.0 0.0 16.3 0.0 0.0 Volume/Cap: 0.00 0.48 0.27 0.48 0.20 0.00 0.00 0.00 0.00 0.48 0.00 0.00 Delay/Veh: 0.0 18.6 16.7 23.9 4.7 0.0 0.0 0.0 0.0 29.2 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.6 16.7 23.9 4.7 0.0 0.0 0.0 0.0 29.2 0.0 0.0 LOS by Move: A B B C A A A A A C A A
HCM2kAvgQ: 0 7 3 6 2 0 0 0 0 5 0 0
Note: Queue reported is the number of cars per lane.

Page 797 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumul+Prj PM
Intersection #1: Winchester Blvd & Lark Ave
Signal=Protect/Rights=Include
Base+Add Vol: 0 357 778***
Lanes: 0 0 1 0 2
Signal=Split Signal=Split
Base+Add
Vol:

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base+Add Vol:
0 0
Cycle Time (sec): 80
1 764
0 Loss Time (sec): 9
0 0 0 Critical V/C: 0.613 0 0
0 Avg Crit Del (sec/veh): 23.8 0
0 0 Avg Delay (sec/veh): 20.4 1 250***
LOS: C
Lanes: 0 0 1 0 1
Base+Add Vol: 0 293*** 156
Signal=Protect/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 293 156 778 357 0 0 0 0 250 0 764
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 293 156 778 357 0 0 0 0 250 0 764
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 0 293 156 778 357 0 0 0 0 250 0 764
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 293 156 778 357 0 0 0 0 250 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 293 156 778 357 0 0 0 0 250 0 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 293 156 778 357 0 0 0 0 250 0 0
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.15 0.09 0.25 0.19 0.00 0.00 0.00 0.00 0.14 0.00 0.00 Crit Moves: **** **** ****
Green Time: 0.0 20.1 20.1 32.2 52.4 0.0 0.0 0.0 0.0 18.6 0.0 0.0 Volume/Cap: 0.00 0.61 0.35 0.61 0.29 0.00 0.00 0.00 0.00 0.61 0.00 0.00 Delay/Veh: 0.0 28.9 25.1 19.8 6.0 0.0 0.0 0.0 0.0 30.2 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.9 25.1 19.8 6.0 0.0 0.0 0.0 0.0 30.2 0.0 0.0 LOS by Move: A C C B A A A A A C A A
HCM2kAvgQ: 0 7 4 10 4 0 0 0 0 7 0 0
Note: Queue reported is the number of cars per lane.

Page 798 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-5
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

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

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
3*** 1
Cycle Time (sec): 80
0 8
0 Loss Time (sec): 12
1 503 1 Critical V/C: 0.466 1 1094***
1 Avg Crit Del (sec/veh): 18.5 0
105 0 Avg Delay (sec/veh): 21.0 1 222
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 168*** 0 102
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 168 0 102 2 0 3 3 503 105 222 1094 8
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 0 102 2 0 3 3 503 105 222 1094 8
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 168 0 102 2 0 3 3 503 105 222 1094 8
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 0 102 2 0 3 3 503 105 222 1094 8
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 168 0 102 2 0 3 3 503 105 222 1094 8
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 0 102 2 0 3 3 503 105 222 1094 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 1.00 0.00 1.00 0.40 0.00 0.60 1.00 1.65 0.35 1.00 1.99 0.01 Final Sat.: 1800 0 1750 700 0 1050 1750 3061 639 1750 3673 27 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.06 0.00 0.00 0.00 0.00 0.16 0.16 0.13 0.30 0.30 Crit Moves: **** **** **** ****
Green Time: 12.2 0.0 12.2 10.0 0.0 10.0 7.0 25.9 25.9 20.0 38.8 38.8 Volume/Cap: 0.61 0.00 0.38 0.02 0.00 0.02 0.02 0.51 0.51 0.51 0.61 0.61 Delay/Veh: 35.8 0.0 31.5 30.8 0.0 30.8 33.4 22.3 22.3 26.8 15.7 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.8 0.0 31.5 30.8 0.0 30.8 33.4 22.3 22.3 26.8 15.7 15.7 LOS by Move: D A C C A C C C C C B B
HCM2kAvgQ: 5 0 3 0 0 0 0 7 7 6 11 11
Note: Queue reported is the number of cars per lane.

Page 799 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-6
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

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

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
4 1
Cycle Time (sec): 80
0 5
0 Loss Time (sec): 12
1 790*** 1 Critical V/C: 0.556 1 819
1 Avg Crit Del (sec/veh): 25.2 0
121 0 Avg Delay (sec/veh): 24.1 1 139***
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 173 1 241***
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 173 1 241 13 3 0 4 790 121 139 819 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1 241 13 3 0 4 790 121 139 819 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 173 1 241 13 3 0 4 790 121 139 819 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1 241 13 3 0 4 790 121 139 819 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 173 1 241 13 3 0 4 790 121 139 819 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1 241 13 3 0 4 790 121 139 819 5
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 0.99 0.01 1.00 0.81 0.19 0.00 1.00 1.73 0.27 1.00 1.99 0.01 Final Sat.: 1790 10 1750 1462 337 0 1750 3208 491 1750 3678 22 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.14 0.01 0.01 0.00 0.00 0.25 0.25 0.08 0.22 0.22 Crit Moves: **** **** **** ****
Green Time: 17.2 17.2 17.2 10.0 10.0 0.0 11.5 30.8 30.8 9.9 29.3 29.3 Volume/Cap: 0.45 0.45 0.64 0.07 0.07 0.00 0.02 0.64 0.64 0.64 0.61 0.61 Delay/Veh: 28.1 28.1 32.2 31.0 31.0 0.0 29.4 21.0 21.0 39.6 21.5 21.5 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: 28.1 28.1 32.2 31.0 31.0 0.0 29.4 21.0 21.0 39.6 21.5 21.5 LOS by Move: C C C C C A C C C D C C
HCM2kAvgQ: 4 4 7 0 0 0 0 10 10 5 9 9
Note: Queue reported is the number of cars per lane.

Page 800 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-7
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

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

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
3*** 1
Cycle Time (sec): 80
0 8
0 Loss Time (sec): 12
1 515 1 Critical V/C: 0.474 1 1120***
1 Avg Crit Del (sec/veh): 18.5 0
105 0 Avg Delay (sec/veh): 20.9 1 222
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 168*** 0 102
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 168 0 102 2 0 3 3 515 105 222 1120 8
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 0 102 2 0 3 3 515 105 222 1120 8
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 168 0 102 2 0 3 3 515 105 222 1120 8
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 0 102 2 0 3 3 515 105 222 1120 8
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 168 0 102 2 0 3 3 515 105 222 1120 8
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 0 102 2 0 3 3 515 105 222 1120 8
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 1.00 0.00 1.00 0.40 0.00 0.60 1.00 1.65 0.35 1.00 1.99 0.01 Final Sat.: 1800 0 1750 700 0 1050 1750 3073 627 1750 3674 26 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.09 0.00 0.06 0.00 0.00 0.00 0.00 0.17 0.17 0.13 0.30 0.30 Crit Moves: **** **** **** ****
Green Time: 12.0 0.0 12.0 10.0 0.0 10.0 7.0 26.2 26.2 19.8 39.0 39.0 Volume/Cap: 0.62 0.00 0.39 0.02 0.00 0.02 0.02 0.51 0.51 0.51 0.62 0.62 Delay/Veh: 36.5 0.0 31.7 30.8 0.0 30.8 33.4 22.1 22.1 26.9 15.8 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: 36.5 0.0 31.7 30.8 0.0 30.8 33.4 22.1 22.1 26.9 15.8 15.8 LOS by Move: D A C C A C C C C C B B
HCM2kAvgQ: 5 0 3 0 0 0 0 7 7 6 11 11
Note: Queue reported is the number of cars per lane.

Page 801 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-8
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

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

Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base+Add Vol:
4 1
Cycle Time (sec): 80
0 5
0 Loss Time (sec): 12
1 817*** 1 Critical V/C: 0.564 1 839
1 Avg Crit Del (sec/veh): 25.2 0
121 0 Avg Delay (sec/veh): 24.1 1 139***
LOS: C
Lanes: 0 1 0 0 1
Base+Add Vol: 173 1 241***
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 173 1 241 13 3 0 4 817 121 139 839 5
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 1 241 13 3 0 4 817 121 139 839 5
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 173 1 241 13 3 0 4 817 121 139 839 5
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1 241 13 3 0 4 817 121 139 839 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 173 1 241 13 3 0 4 817 121 139 839 5
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1 241 13 3 0 4 817 121 139 839 5
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.97 0.95 Lanes: 0.99 0.01 1.00 0.81 0.19 0.00 1.00 1.73 0.27 1.00 1.99 0.01 Final Sat.: 1790 10 1750 1462 337 0 1750 3222 477 1750 3678 22 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.14 0.01 0.01 0.00 0.00 0.25 0.25 0.08 0.23 0.23 Crit Moves: **** **** **** ****
Green Time: 17.0 17.0 17.0 10.0 10.0 0.0 11.4 31.2 31.2 9.8 29.7 29.7 Volume/Cap: 0.46 0.46 0.65 0.07 0.07 0.00 0.02 0.65 0.65 0.65 0.62 0.62 Delay/Veh: 28.4 28.4 32.8 31.0 31.0 0.0 29.5 21.0 21.0 40.3 21.4 21.4 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: 28.4 28.4 32.8 31.0 31.0 0.0 29.5 21.0 21.0 40.3 21.4 21.4 LOS by Move: C C C C C A C C C D C C
HCM2kAvgQ: 4 4 7 0 0 0 0 10 10 5 9 9
Note: Queue reported is the number of cars per lane.

Page 802 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-9
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative AM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 676 22*** 768
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:
87*** 1
Cycle Time (sec): 105
0 135
0 Loss Time (sec): 12
1 664 2 Critical V/C: 0.640 1 821***
1 Avg Crit Del (sec/veh): 31.6 0
5 0 Avg Delay (sec/veh): 31.2 1 28
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 15*** 13 35
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 15 13 35 768 22 676 87 664 5 28 821 135
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 13 35 768 22 676 87 664 5 28 821 135
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 15 13 35 768 22 676 87 664 5 28 821 135
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 13 35 768 22 0 87 664 5 28 821 135
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 13 35 768 22 0 87 664 5 28 821 135
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 13 35 768 22 0 87 664 5 28 821 135
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.24 0.21 0.55 1.95 0.05 1.00 1.00 2.98 0.02 1.00 1.71 0.29 Final Sat.: 417 361 972 3451 99 1750 1750 5558 42 1750 3177 522 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.22 0.22 0.00 0.05 0.12 0.12 0.02 0.26 0.26 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 34.8 34.8 0.0 7.8 30.9 30.9 17.3 40.4 40.4 Volume/Cap: 0.38 0.38 0.38 0.67 0.67 0.00 0.67 0.41 0.41 0.10 0.67 0.67 Delay/Veh: 46.0 46.0 46.0 31.7 31.7 0.0 60.3 29.8 29.8 37.4 28.0 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 46.0 46.0 31.7 31.7 0.0 60.3 29.8 29.8 37.4 28.0 28.0 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 13 13 0 4 6 6 1 14 14
Note: Queue reported is the number of cars per lane.

Page 803 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-10
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumulative PM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 472 19 957***
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
0 189
0 Loss Time (sec): 12
1 1026 2 Critical V/C: 0.650 1 609***
1 Avg Crit Del (sec/veh): 31.1 0
6 0 Avg Delay (sec/veh): 31.8 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 34 957 19 472 92 1026 6 34 609 189
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: 10 7 34 957 19 472 92 1026 6 34 609 189
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: 10 7 34 957 19 472 92 1026 6 34 609 189
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 34 957 19 0 92 1026 6 34 609 189
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 7 34 957 19 0 92 1026 6 34 609 189
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 34 957 19 0 92 1026 6 34 609 189
------------|---------------||---------------||---------------||---------------| 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 3481 69 1750 1750 5567 33 1750 2823 876 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.27 0.27 0.00 0.05 0.18 0.18 0.02 0.22 0.22 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 39.5 39.5 0.0 7.5 27.9 27.9 10.6 31.0 31.0 Volume/Cap: 0.29 0.29 0.29 0.70 0.70 0.00 0.70 0.66 0.66 0.18 0.70 0.70 Delay/Veh: 42.6 42.6 42.6 26.8 26.8 0.0 60.2 32.9 32.9 41.2 32.3 32.3 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: 42.6 42.6 42.6 26.8 26.8 0.0 60.2 32.9 32.9 41.2 32.3 32.3 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 14 14 0 4 10 10 1 12 12
Note: Queue reported is the number of cars per lane.

Page 804 ends

ITEM NO. 1.

COMPARE Fri Sep 13 15:14:33 2024 Page 3-11
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to Hexagon Trans., San Jose North 40 Phase II Master Plan Update
Los Gatos, CA
Hexagon Transportation Consultants, Inc.

Level Of Service Computation Report
2000 HCM Operations (Future Volume Alternative)
Cumul+Prj AM
Intersection #3: SB 17 Ramp & Lark Ave
Signal=Split/Rights=Ignore
Base+Add Vol: 676 22 778***
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:
87*** 1
Cycle Time (sec): 105
0 146
0 Loss Time (sec): 12
1 676 2 Critical V/C: 0.654 1 847***
1 Avg Crit Del (sec/veh): 32.0 0
5 0 Avg Delay (sec/veh): 31.4 1 28
LOS: C
Lanes: 0 0 1! 0 0
Base+Add Vol: 15*** 13 35
Signal=Split/Rights=Include
Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 15 13 35 778 22 676 87 676 5 28 847 146
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 13 35 778 22 676 87 676 5 28 847 146
Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 15 13 35 778 22 676 87 676 5 28 847 146
User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 13 35 778 22 0 87 676 5 28 847 146
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 15 13 35 778 22 0 87 676 5 28 847 146
PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 15 13 35 778 22 0 87 676 5 28 847 146
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.24 0.21 0.55 1.95 0.05 1.00 1.00 2.98 0.02 1.00 1.70 0.30 Final Sat.: 417 361 972 3452 98 1750 1750 5559 41 1750 3156 544 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.04 0.04 0.23 0.23 0.00 0.05 0.12 0.12 0.02 0.27 0.27 Crit Moves: **** **** **** ****
Green Time: 10.0 10.0 10.0 34.4 34.4 0.0 7.6 31.4 31.4 17.2 41.0 41.0 Volume/Cap: 0.38 0.38 0.38 0.69 0.69 0.00 0.69 0.41 0.41 0.10 0.69 0.69 Delay/Veh: 46.0 46.0 46.0 32.4 32.4 0.0 62.3 29.5 29.5 37.5 28.1 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: 46.0 46.0 46.0 32.4 32.4 0.0 62.3 29.5 29.5 37.5 28.1 28.1 LOS by Move: D D D C C A E C C D C C
HCM2kAvgQ: 2 2 2 13 13 0 4 6 6 1 14 14
Note: Queue reported is the number of cars per lane.

Page 805 ends

Los Gatos City CouncilJanuary 13, 2026

Los Gatos City Council
January 13, 2026