203
Appendix Level of Service Calculations
Appendix
Level of Service Calculations
Existing Scenario
AM/PM
COMPARE Tue Jun 05 16:09:14 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Existing
Intersection #1: Mariposa and Austin
Signal=Protect/Rights=Include
Base Vol: 20 0 29***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
28***
1
Cycle Time (sec): 100
1
67
0
Loss Time (sec): 9
0
130 1
Critical V/C: 0.306
1 363***
0
Avg Crit Del (sec/veh): 9.3
0
0 0
Avg Delay (sec/veh): 8.1
0 0
LOS: A
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 0 0 0 29 0 20 28 130 0 0 363 67
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 29 0 20 28 130 0 0 363 67
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 33 0 23 32 148 0 0 413 76
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 33 0 23 32 148 0 0 413 76
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 33 0 23 32 148 0 0 413 76
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.02 0.09 0.00 0.00 0.24 0.05
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.07 0.00 0.07 0.07 0.84 0.00 0.00 0.77 0.77
Volume/Cap: 0.00 0.00 0.00 0.29 0.00 0.22 0.28 0.10 0.00 0.00 0.31 0.07
Uniform Del: 0.0 0.0 0.0 44.1 0.0 43.9 44.1 1.4 0.0 0.0 3.5 2.8
IncremntDel: 0.0 0.0 0.0 1.4 0.0 1.1 1.3 0.0 0.0 0.0 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 45.5 0.0 45.0 45.4 1.4 0.0 0.0 3.6 2.8
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: 0.0 0.0 0.0 45.5 0.0 45.0 45.4 1.4 0.0 0.0 3.6 2.8
LOS by Move: A A A D A D D A A A A A
HCM2kAvgQ: 0 0 0 1 0 1 1 1 0 0 4 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 10:37:48 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Existing
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 61 14*** 16
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
30***
1
Cycle Time (sec): 70
1
4
0
Loss Time (sec): 4
0
26 1
Critical V/C: 0.141
1 28***
0
Avg Crit Del (sec/veh): 18.3
0
29 1
Avg Delay (sec/veh): 18.5
1 0
LOS: B
Lanes: 0 0 1! 0 0
Base Vol: 23 15*** 2
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 << 7:00AM - 9:00AM
Base Vol: 23 15 2 16 14 61 30 26 29 0 28 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: 23 15 2 16 14 61 30 26 29 0 28 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 26 17 2 18 16 69 34 30 33 0 32 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 26 17 2 18 16 69 34 30 33 0 32 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: 26 17 2 18 16 69 34 30 33 0 32 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.88 0.82 0.82 0.82 0.86 0.91 0.77 1.00 0.91 0.77
Lanes: 0.58 0.37 0.05 0.18 0.15 0.67 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 959 625 83 274 240 1044 1641 1727 1468 1900 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.03 0.07 0.07 0.07 0.02 0.02 0.02 0.00 0.02 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.19 0.19 0.47 0.47 0.47 0.15 0.28 0.28 0.00 0.13 0.13
Volume/Cap: 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.06 0.08 0.00 0.14 0.02
Uniform Del: 23.4 23.4 23.4 10.5 10.5 10.5 26.0 18.6 18.7 0.0 26.9 26.5
IncremntDel: 0.2 0.2 0.2 0.1 0.1 0.1 0.3 0.1 0.1 0.0 0.3 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 23.6 23.6 23.6 10.6 10.6 10.6 26.2 18.6 18.7 0.0 27.2 26.6
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: 23.6 23.6 23.6 10.6 10.6 10.6 26.2 18.6 18.7 0.0 27.2 26.6
LOS by Move: C C C B B B C B B A C C
HCM2kAvgQ: 1 1 1 1 1 1 1 0 1 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Jun 05 16:09:14 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Existing
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 19 28 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/24/2012 Rights=Include Lanes: Base Vol:
17
1
Cycle Time (sec): 100 0
0
0
Loss Time (sec): 0 0
0 0
Critical V/C: 0.028 0 0
0
Avg Crit Del (sec/veh): 4.0 0
25 1
Avg Delay (sec/veh): 4.0 0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 25 28 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 24 May 2012 << 7:00AM - 9:00AM
Base Vol: 25 28 0 0 28 19 17 0 25 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 25 28 0 0 28 19 17 0 25 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 28 32 0 0 32 22 19 0 28 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 28 32 0 0 32 22 19 0 28 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 53 xxxx xxxxx xxxx xxxx xxxxx 131 xxxx 43 xxxx xxxx xxxxx
Potent Cap.: 1502 xxxx xxxxx xxxx xxxx xxxxx 844 xxxx 1006 xxxx xxxx xxxxx
Move Cap.: 1502 xxxx xxxxx xxxx xxxx xxxxx 832 xxxx 1006 xxxx xxxx xxxxx
Volume/Cap: 0.02 xxxx xxxx xxxx xxxx xxxx 0.02 xxxx 0.03 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx
Control Del: 7.4 xxxx xxxxx xxxxx xxxx xxxxx 9.4 xxxx 8.7 xxxxx xxxx xxxxx
LOS by Move: A * * * * * A * A * * *
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: 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 9.0 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Tue Jun 05 16:09:14 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
AM Existing
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 18 15*** 2
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/22/2012 Rights=Include Lanes: Base Vol:
19
0
Cycle Time (sec): 100 1
12
0
Loss Time (sec): 0 0
88*** 1!
Critical V/C: 0.381 1 228***
0
Avg Crit Del (sec/veh): 9.9 0
5 0
Avg Delay (sec/veh): 9.9 0 8
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 11*** 28 7
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 22 May 2012 << 7:00AM - 9:00AM
Base Vol: 11 28 7 2 15 18 19 88 5 8 228 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 28 7 2 15 18 19 88 5 8 228 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 13 32 8 2 17 20 22 100 6 9 259 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 13 32 8 2 17 20 22 100 6 9 259 14
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 13 32 8 2 17 20 22 100 6 9 259 14
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.28 0.72 1.00 0.12 0.88 1.00 0.17 0.79 0.04 0.03 0.97 1.00
Final Sat.: 163 415 668 69 514 663 114 528 30 24 680 816
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.08 0.01 0.03 0.03 0.03 0.19 0.19 0.19 0.38 0.38 0.02
Crit Moves: **** **** **** ****
Delay/Veh: 9.0 9.0 7.8 8.7 8.7 7.9 9.5 9.5 9.5 10.8 10.8 7.1
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.0 9.0 7.8 8.7 8.7 7.9 9.5 9.5 9.5 10.8 10.8 7.1
LOS by Move: A A A A A A A A A B B A
ApproachDel: 8.8 8.3 9.5 10.6
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.8 8.3 9.5 10.6
LOS by Appr: A A A B
AllWayAvgQ: 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.6 0.6 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
�
COMPARE Thu Jul 26 16:52:31 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Existing
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 148 0 8
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
43
1
Cycle Time (sec): 100 0
102
0
Loss Time (sec): 0 1
109 0
Critical V/C: 0.216 0 161
1
Avg Crit Del (sec/veh): 4.0 0
12 0
Avg Delay (sec/veh): 4.0 1 0
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 14 8 3
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 14 8 3 8 0 148 43 109 12 0 161 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 8 0 148 43 109 12 0 161 102
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 9 0 168 49 124 14 0 183 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 16 9 3 9 0 168 49 124 14 0 183 116
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx xxxxx xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 553 527 131 476 476 241 299 xxxx xxxxx xxxx xxxx xxxxx
Potent Cap.: 431 445 898 486 476 779 1218 xxxx xxxxx xxxx xxxx xxxxx
Move Cap.: 328 427 898 462 457 779 1218 xxxx xxxxx xxxx xxxx xxxxx
Volume/Cap: 0.05 0.02 0.00 0.02 0.00 0.22 0.04 xxxx xxxx xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.8 0.1 xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx 9.0 xxxxx xxxx 10.9 8.1 xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * A * * B A * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 358 xxxx xxxxx 462 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.2 xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 15.8 xxxx xxxxx 12.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * B * * * * * * * *
ApproachDel: 15.0 11.0 xxxxxx xxxxxx
ApproachLOS: B B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 16:52:31 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Existing
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 36 24 44
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
57
1
Cycle Time (sec): 100 0
12
0
Loss Time (sec): 0 1
109 0
Critical V/C: 0.149 0 298
1
Avg Crit Del (sec/veh): 4.2 0
49 0
Avg Delay (sec/veh): 4.2 1 14
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 24 1 14
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 24 1 14 44 24 36 57 109 49 14 298 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 24 1 14 44 24 36 57 109 49 14 298 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 124 56 16 339 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 27 1 16 50 27 41 65 124 56 16 339 14
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 693 665 152 667 686 345 352 xxxx xxxxx 180 xxxx xxxxx
Potent Cap.: 348 370 874 362 360 680 1163 xxxx xxxxx 1349 xxxx xxxxx
Move Cap.: 291 346 874 336 336 680 1163 xxxx xxxxx 1349 xxxx xxxxx
Volume/Cap: 0.09 0.00 0.02 0.15 0.08 0.06 0.06 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.2 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 9.2 xxxxx xxxx 10.6 8.3 xxxx xxxxx 7.7 xxxx xxxxx
LOS by Move: * * A * * B A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 293 xxxx xxxxx 336 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.3 xxxx xxxxx 0.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 18.6 xxxx xxxxx 18.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 15.2 16.0 xxxxxx xxxxxx
ApproachLOS: C C * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 16:52:31 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Existing
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 533 0*** 288
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: 5/23/2012 Rights=Ignore Lanes: Base Vol:
201
2
Cycle Time (sec): 50 1
178
0
Loss Time (sec): 4 0
268*** 2
Critical V/C: 0.318 2 195
0
Avg Crit Del (sec/veh): 13.0 0
115 1
Avg Delay (sec/veh): 12.9 2 199***
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 360*** 0 183
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 360 0 183 288 0 533 201 268 115 199 195 178
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 360 0 183 288 0 533 201 268 115 199 195 178
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 409 0 0 327 0 0 228 305 0 226 222 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 409 0 0 327 0 0 228 305 0 226 222 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 409 0 0 327 0 0 228 305 0 226 222 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.00 0.00 0.10 0.00 0.00 0.07 0.09 0.00 0.07 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.40 0.00 0.00 0.40 0.00 0.00 0.26 0.29 0.00 0.22 0.26 0.00
Volume/Cap: 0.32 0.00 0.00 0.25 0.00 0.00 0.28 0.32 0.00 0.32 0.26 0.00
Uniform Del: 10.2 0.0 0.0 9.9 0.0 0.0 14.8 13.8 0.0 16.2 14.8 0.0
IncremntDel: 0.1 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.0 0.3 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 10.3 0.0 0.0 10.0 0.0 0.0 15.0 14.0 0.0 16.5 14.9 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: 10.3 0.0 0.0 10.0 0.0 0.0 15.0 14.0 0.0 16.5 14.9 0.0
LOS by Move: B A A A A A B B A B B A
HCM2kAvgQ: 2 0 0 2 0 0 2 2 0 2 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:44:55 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Exiisting
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 107 25*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
160*** 1
Critical V/C: 0.378
1 101
0
Avg Crit Del (sec/veh): 21.1
0
70 1
Avg Delay (sec/veh): 19.0
1 127***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 66 0 188***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 66 0 188 2 25 107 0 160 70 127 101 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: 66 0 188 2 25 107 0 160 70 127 101 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 75 0 214 2 28 0 0 182 80 144 115 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 75 0 214 2 28 0 0 182 80 144 115 0
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: 75 0 214 2 28 0 0 182 80 144 115 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.91 0.91 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.07 0.93 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 127 1593 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.15 0.02 0.02 0.00 0.00 0.11 0.05 0.09 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.36 0.00 0.36 0.10 0.10 0.00 0.00 0.26 0.26 0.22 0.48 0.00
Volume/Cap: 0.13 0.00 0.40 0.18 0.18 0.00 0.00 0.40 0.21 0.40 0.14 0.00
Uniform Del: 14.9 0.0 16.7 28.9 28.9 0.0 0.0 21.3 20.2 23.4 10.1 0.0
IncremntDel: 0.1 0.0 0.5 0.5 0.5 0.0 0.0 0.6 0.3 0.7 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 15.0 0.0 17.2 29.4 29.4 0.0 0.0 21.9 20.4 24.2 10.2 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 15.0 0.0 17.2 29.4 29.4 0.0 0.0 21.9 20.4 24.2 10.2 0.0
LOS by Move: B A B C C A A C C C B A
HCM2kAvgQ: 1 0 4 1 1 0 0 4 1 3 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:44:55 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Exiisting
Intersection #9: Route 99 and Mairposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
252*** 1
Critical V/C: 0.304
1 128
0
Avg Crit Del (sec/veh): 10.0
0
0 0
Avg Delay (sec/veh): 8.2
1 47***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 113*** 0 215
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 113 0 215 0 0 0 0 252 0 47 128 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: 113 0 215 0 0 0 0 252 0 47 128 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 128 0 0 0 0 0 0 286 0 53 145 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 0 0 0 0 0 0 286 0 53 145 0
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: 128 0 0 0 0 0 0 286 0 53 145 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.03 0.08 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.24 0.00 0.00 0.00 0.00 0.00 0.00 0.51 0.00 0.16 0.67 0.00
Volume/Cap: 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.00 0.21 0.13 0.00
Uniform Del: 14.0 0.0 0.0 0.0 0.0 0.0 0.0 6.4 0.0 16.6 2.7 0.0
IncremntDel: 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.4 0.0 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 14.5 0.0 0.0 0.0 0.0 0.0 0.0 6.6 0.0 17.0 2.7 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 14.5 0.0 0.0 0.0 0.0 0.0 0.0 6.6 0.0 17.0 2.7 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 2 0 0 0 0 0 0 2 0 1 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:44:55 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Exiisting
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 18 11*** 12
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Ignore Lanes: Base Vol:
184***
1
Cycle Time (sec): 70
1
287
0
Loss Time (sec): 4
0
186 1
Critical V/C: 0.287
1 114***
0
Avg Crit Del (sec/veh): 19.3
0
100 1
Avg Delay (sec/veh): 18.3
1 14
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 34 45*** 16
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 34 45 16 12 11 18 184 186 100 14 114 287
Growth Adj: 1.00 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 45 16 12 11 18 184 186 100 14 114 287
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 39 51 18 14 13 20 209 211 114 16 130 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 51 18 14 13 20 209 211 114 16 130 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: 39 51 18 14 13 20 209 211 114 16 130 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.89 0.89 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.43 0.57 1.00 0.52 0.48 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 728 963 1468 879 805 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.05 0.01 0.02 0.02 0.01 0.13 0.12 0.08 0.01 0.08 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.18 0.18 0.18 0.10 0.10 0.10 0.42 0.37 0.37 0.30 0.25 0.00
Volume/Cap: 0.30 0.30 0.07 0.16 0.16 0.14 0.30 0.33 0.21 0.03 0.30 0.00
Uniform Del: 25.2 25.2 24.1 28.8 28.8 28.8 13.5 16.0 15.2 17.3 21.4 0.0
IncremntDel: 0.6 0.6 0.1 0.4 0.4 0.4 0.2 0.3 0.2 0.0 0.4 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 25.7 25.7 24.2 29.2 29.2 29.2 13.7 16.3 15.4 17.3 21.8 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: 25.7 25.7 24.2 29.2 29.2 29.2 13.7 16.3 15.4 17.3 21.8 0.0
LOS by Move: C C C C C C B B B B C A
HCM2kAvgQ: 2 2 0 1 1 1 3 3 2 0 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Jun 08 13:30:38 2012
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Existing
Intersection #1: Mariposa and Austin Signal=Protect/Rights=Include
Base Vol: 44 0 66***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
6***
1
Cycle Time (sec): 100 1
26
0
Loss Time (sec): 9 0
294 1
Critical V/C: 0.204 1 206***
0
Avg Crit Del (sec/veh): 14.7 0
0 0
Avg Delay (sec/veh): 11.5 0 0
LOS: B
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 0 0 0 66 0 44 6 294 0 0 206 26
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 66 0 44 6 294 0 0 206 26
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 75 0 50 7 334 0 0 234 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 75 0 50 7 334 0 0 234 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 75 0 50 7 334 0 0 234 30
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.05 0.00 0.03 0.00 0.19 0.00 0.00 0.14 0.02
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.21 0.00 0.21 0.07 0.70 0.00 0.00 0.63 0.63
Volume/Cap: 0.00 0.00 0.00 0.22 0.00 0.16 0.06 0.28 0.00 0.00 0.22 0.03
Uniform Del: 0.0 0.0 0.0 32.5 0.0 32.2 43.4 5.6 0.0 0.0 8.0 7.1
IncremntDel: 0.0 0.0 0.0 0.3 0.0 0.2 0.2 0.1 0.0 0.0 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 32.9 0.0 32.4 43.6 5.8 0.0 0.0 8.1 7.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 32.9 0.0 32.4 43.6 5.8 0.0 0.0 8.1 7.1
LOS by Move: A A A C A C D A A A A A
HCM2kAvgQ: 0 0 0 2 0 1 0 4 0 0 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 12:28:27 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Existing
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 20 6*** 5
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
64***
1
Cycle Time (sec): 70
1
20
0
Loss Time (sec): 4
0
52 1
Critical V/C: 0.124
1 36***
0
Avg Crit Del (sec/veh): 20.3
0
27 1
Avg Delay (sec/veh): 20.2
1 1
LOS: C
Lanes: 0 0 1! 0 0
Base Vol: 15 22*** 2
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 << 4:00PM - 6:00PM
Base Vol: 15 22 2 5 6 20 64 52 27 1 36 20
Growth Adj: 1.00 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 22 2 5 6 20 64 52 27 1 36 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 17 25 2 6 7 23 73 59 31 1 41 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 17 25 2 6 7 23 73 59 31 1 41 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: 17 25 2 6 7 23 73 59 31 1 41 23
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.89 0.82 0.82 0.82 0.86 0.91 0.77 0.86 0.91 0.77
Lanes: 0.38 0.57 0.05 0.16 0.19 0.65 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 647 949 86 252 303 1009 1641 1727 1468 1641 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.03 0.02 0.02 0.02 0.04 0.03 0.02 0.00 0.02 0.02
Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.21 0.21 0.18 0.18 0.18 0.36 0.27 0.27 0.27 0.19 0.19
Volume/Cap: 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.08 0.00 0.12 0.08
Uniform Del: 22.3 22.3 22.3 24.0 24.0 24.0 15.1 19.1 18.8 18.4 23.5 23.3
IncremntDel: 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.2 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 22.4 22.4 22.4 24.2 24.2 24.2 15.2 19.2 18.9 18.4 23.6 23.4
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: 22.4 22.4 22.4 24.2 24.2 24.2 15.2 19.2 18.9 18.4 23.6 23.4
LOS by Move: C C C C C C B B B B C C
HCM2kAvgQ: 1 1 1 1 1 1 1 1 0 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Jun 08 13:30:38 2012
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Existing
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 6 43 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/24/2012 Rights=Include Lanes: Base Vol:
9
1
Cycle Time (sec): 100 0
0
0
Loss Time (sec): 0 0
0 0
Critical V/C: 0.011 0 0
0
Avg Crit Del (sec/veh): 1.7 0
9 1
Avg Delay (sec/veh): 1.7 0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 1 28 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 24 May 2012 << 4:00PM - 6:00PM
Base Vol: 1 28 0 0 43 6 9 0 9 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: 1 28 0 0 43 6 9 0 9 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 1 32 0 0 49 7 10 0 10 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 1 32 0 0 49 7 10 0 10 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 56 xxxx xxxxx xxxx xxxx xxxxx 86 xxxx 52 xxxx xxxx xxxxx
Potent Cap.: 1499 xxxx xxxxx xxxx xxxx xxxxx 895 xxxx 993 xxxx xxxx xxxxx
Move Cap.: 1499 xxxx xxxxx xxxx xxxx xxxxx 895 xxxx 993 xxxx xxxx xxxxx
Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.01 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx
Control Del: 7.4 xxxx xxxxx xxxxx xxxx xxxxx 9.1 xxxx 8.7 xxxxx xxxx xxxxx
LOS by Move: A * * * * * A * A * * *
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: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 8.9 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Jun 08 13:30:38 2012
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
PM Existing
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 20 17 16***
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/22/2012 Rights=Include Lanes: Base Vol:
14
0
Cycle Time (sec): 100 1
6
0
Loss Time (sec): 0 0
192*** 1!
Critical V/C: 0.355 1 127***
0
Avg Crit Del (sec/veh): 9.9 0
12 0
Avg Delay (sec/veh): 9.9 0 8
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 10*** 6 11
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 22 May 2012 << 4:00PM - 6:00PM
Base Vol: 10 6 11 16 17 20 14 192 12 8 127 6
Growth Adj: 1.00 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 6 11 16 17 20 14 192 12 8 127 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 11 7 13 18 19 23 16 218 14 9 144 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 7 13 18 19 23 16 218 14 9 144 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 7 13 18 19 23 16 218 14 9 144 7
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.63 0.37 1.00 0.48 0.52 1.00 0.06 0.88 0.06 0.06 0.94 1.00
Final Sat.: 348 209 662 276 294 670 45 615 38 41 645 794
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.02 0.07 0.07 0.03 0.36 0.36 0.36 0.22 0.22 0.01
Crit Moves: **** **** **** ****
Delay/Veh: 9.0 9.0 7.8 9.1 9.1 7.9 10.8 10.8 10.8 9.3 9.3 7.2
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.0 9.0 7.8 9.1 9.1 7.9 10.8 10.8 10.8 9.3 9.3 7.2
LOS by Move: A A A A A A B B B A A A
ApproachDel: 8.5 8.6 10.8 9.2
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.5 8.6 10.8 9.2
LOS by Appr: A A B A
AllWayAvgQ: 0.0 0.0 0.0 0.1 0.1 0.0 0.5 0.5 0.5 0.3 0.3 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
�
�
COMPARE Thu Jul 26 16:58:38 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Existing
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 108 3 8
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 100 0
59
0
Loss Time (sec): 0 1
303 0
Critical V/C: 0.134 0 74
1
Avg Crit Del (sec/veh): 3.2 0
35 0
Avg Delay (sec/veh): 3.2 1 1
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 6 5 1
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 6 5 1 8 3 108 105 303 35 1 74 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 8 3 108 105 303 35 1 74 59
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 9 3 123 119 344 40 1 84 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 7 6 1 9 3 123 119 344 40 1 84 67
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 786 756 364 726 743 118 151 xxxx xxxxx 384 xxxx xxxxx
Potent Cap.: 300 328 663 330 334 913 1382 xxxx xxxxx 1132 xxxx xxxxx
Move Cap.: 241 299 663 303 305 913 1382 xxxx xxxxx 1132 xxxx xxxxx
Volume/Cap: 0.03 0.02 0.00 0.03 0.01 0.13 0.09 xxxx xxxx 0.00 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.5 0.3 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 10.4 xxxxx xxxx 9.6 7.9 xxxx xxxxx 8.2 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 264 xxxx xxxxx 303 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.1 xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 19.3 xxxx xxxxx 17.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 18.6 10.3 xxxxxx xxxxxx
ApproachLOS: C B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 16:58:38 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Existing
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 48 7 75
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 100 0
16
0
Loss Time (sec): 0 1
352 0
Critical V/C: 0.633 0 177
1
Avg Crit Del (sec/veh): 10.0 0
80 0
Avg Delay (sec/veh): 10.0 1 5
LOS: F
Lanes: 0 1 0 0 1
Base Vol: 31 1 20
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 31 1 20 75 7 48 214 352 80 5 177 16
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1 20 75 7 48 214 352 80 5 177 16
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 400 91 6 201 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 35 1 23 85 8 55 243 400 91 6 201 18
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 1185 1163 445 1165 1199 210 219 xxxx xxxxx 491 xxxx xxxxx
Potent Cap.: 160 188 596 165 179 810 1304 xxxx xxxxx 1032 xxxx xxxxx
Move Cap.: 122 152 596 135 145 810 1304 xxxx xxxxx 1032 xxxx xxxxx
Volume/Cap: 0.29 0.01 0.04 0.63 0.05 0.07 0.19 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.7 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 11.3 xxxxx xxxx 9.8 8.4 xxxx xxxxx 8.5 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 123 xxxx xxxxx 135 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 1.1 xxxx xxxxx 3.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 46.2 xxxx xxxxx 76.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: E * * F * * * * * * * *
ApproachDel: 32.8 51.6 xxxxxx xxxxxx
ApproachLOS: D F * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 16:58:38 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Existing
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 201 0*** 139
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
403***
2
Cycle Time (sec): 50 1
344
0
Loss Time (sec): 4 0
205 2
Critical V/C: 0.295 2 201***
0
Avg Crit Del (sec/veh): 11.9 0
243 1
Avg Delay (sec/veh): 12.2 2 202
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 162*** 0 140
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 162 0 140 139 0 201 403 205 243 202 201 344
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 162 0 140 139 0 201 403 205 243 202 201 344
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 184 0 0 158 0 0 458 233 0 230 228 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 184 0 0 158 0 0 458 233 0 230 228 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 184 0 0 158 0 0 458 233 0 230 228 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.06 0.00 0.00 0.05 0.00 0.00 0.14 0.07 0.00 0.07 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.00 0.00 0.20 0.00 0.00 0.49 0.36 0.00 0.36 0.24 0.00
Volume/Cap: 0.29 0.00 0.00 0.25 0.00 0.00 0.29 0.20 0.00 0.20 0.29 0.00
Uniform Del: 17.1 0.0 0.0 17.0 0.0 0.0 7.7 11.0 0.0 11.0 15.7 0.0
IncremntDel: 0.3 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.0 0.1 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 17.4 0.0 0.0 17.2 0.0 0.0 7.8 11.0 0.0 11.1 15.9 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: 17.4 0.0 0.0 17.2 0.0 0.0 7.8 11.0 0.0 11.1 15.9 0.0
LOS by Move: B A A B A A A B A B B A
HCM2kAvgQ: 2 0 0 1 0 0 2 1 0 1 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:48:27 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Existing
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 96 10*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
506*** 1
Critical V/C: 0.595
1 145
0
Avg Crit Del (sec/veh): 21.4
0
81 1
Avg Delay (sec/veh): 18.5
1 112***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 75 0 184***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 75 0 184 2 10 96 0 506 81 112 145 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: 75 0 184 2 10 96 0 506 81 112 145 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 85 0 209 2 11 0 0 575 92 127 165 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 0 209 2 11 0 0 575 92 127 165 0
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: 85 0 209 2 11 0 0 575 92 127 165 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.90 0.90 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.17 0.83 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 286 1428 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.14 0.01 0.01 0.00 0.00 0.33 0.06 0.08 0.10 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.22 0.00 0.22 0.10 0.10 0.00 0.00 0.51 0.51 0.12 0.63 0.00
Volume/Cap: 0.24 0.00 0.66 0.08 0.08 0.00 0.00 0.66 0.12 0.66 0.15 0.00
Uniform Del: 22.6 0.0 25.0 28.6 28.6 0.0 0.0 12.7 9.1 29.5 5.4 0.0
IncremntDel: 0.3 0.0 4.9 0.2 0.2 0.0 0.0 1.8 0.1 7.9 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 23.0 0.0 29.9 28.8 28.8 0.0 0.0 14.5 9.1 37.4 5.5 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 23.0 0.0 29.9 28.8 28.8 0.0 0.0 14.5 9.1 37.4 5.5 0.0
LOS by Move: C A C C C A A B A D A A
HCM2kAvgQ: 2 0 5 0 0 0 0 10 1 3 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:48:27 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Existing
Intersection #9: Route 99 and Mariposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
407*** 1
Critical V/C: 0.373
1 185
0
Avg Crit Del (sec/veh): 7.7
0
0 0
Avg Delay (sec/veh): 6.1
1 34***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 70*** 0 182
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 70 0 182 0 0 0 0 407 0 34 185 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 0 182 0 0 0 0 407 0 34 185 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 80 0 0 0 0 0 0 463 0 39 210 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 0 0 0 0 0 0 463 0 39 210 0
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: 80 0 0 0 0 0 0 463 0 39 210 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.27 0.00 0.02 0.12 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.16 0.76 0.00
Volume/Cap: 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.15 0.16 0.00
Uniform Del: 16.9 0.0 0.0 0.0 0.0 0.0 0.0 4.9 0.0 16.4 1.5 0.0
IncremntDel: 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.0 16.7 1.6 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.0 16.7 1.6 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 1 0 0 0 0 0 0 3 0 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:48:27 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Existing
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 3 5*** 18
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
157
1
Cycle Time (sec): 70
1
194
0
Loss Time (sec): 4
0
331*** 1
Critical V/C: 0.365
1 146
0
Avg Crit Del (sec/veh): 16.0
0
111 1
Avg Delay (sec/veh): 16.3
1 23***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 65*** 76 19
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 65 76 19 18 5 3 157 331 111 23 146 194
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 65 76 19 18 5 3 157 331 111 23 146 194
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 74 86 22 20 6 3 178 376 126 26 166 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 74 86 22 20 6 3 178 376 126 26 166 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: 74 86 22 20 6 3 178 376 126 26 166 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.87 0.87 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.46 0.54 1.00 0.78 0.22 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 778 910 1468 1300 361 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.09 0.09 0.01 0.02 0.02 0.00 0.11 0.22 0.09 0.02 0.10 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.23 0.23 0.23 0.10 0.10 0.10 0.32 0.52 0.52 0.10 0.30 0.00
Volume/Cap: 0.42 0.42 0.07 0.16 0.16 0.02 0.34 0.42 0.17 0.16 0.32 0.00
Uniform Del: 23.2 23.2 21.3 28.8 28.8 28.4 18.1 10.4 8.9 28.8 19.2 0.0
IncremntDel: 0.8 0.8 0.1 0.4 0.4 0.1 0.4 0.3 0.1 0.5 0.4 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 23.9 23.9 21.4 29.2 29.2 28.5 18.5 10.7 9.0 29.3 19.6 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 23.9 23.9 21.4 29.2 29.2 28.5 18.5 10.7 9.0 29.3 19.6 0.0
LOS by Move: C C C C C C B B A C B A
HCM2kAvgQ: 3 3 0 1 1 0 3 5 1 1 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Existing Plus Approved Project Scenario
AM/PM
COMPARE Wed Jun 06 17:04:41 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj
Intersection #1: Mariposa and Austin Signal=Protect/Rights=Include
Base Vol: 22 0 52***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
62***
1
Cycle Time (sec): 100 1
67
0
Loss Time (sec): 9 0
130 1
Critical V/C: 0.349 1 363***
0
Avg Crit Del (sec/veh): 15.2 0
0 0
Avg Delay (sec/veh): 12.6 0 0
LOS: B
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 52 0 22 62 130 0 0 363 67
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 52 0 22 62 130 0 0 363 67
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 59 0 25 70 148 0 0 413 76
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 59 0 25 70 148 0 0 413 76
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 59 0 25 70 148 0 0 413 76
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.02 0.04 0.09 0.00 0.00 0.24 0.05
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.12 0.81 0.00 0.00 0.68 0.68
Volume/Cap: 0.00 0.00 0.00 0.35 0.00 0.17 0.35 0.11 0.00 0.00 0.35 0.08
Uniform Del: 0.0 0.0 0.0 41.7 0.0 40.9 40.2 2.0 0.0 0.0 6.6 5.3
IncremntDel: 0.0 0.0 0.0 1.3 0.0 0.5 1.0 0.0 0.0 0.0 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 43.0 0.0 41.4 41.2 2.1 0.0 0.0 6.7 5.3
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: 0.0 0.0 0.0 43.0 0.0 41.4 41.2 2.1 0.0 0.0 6.7 5.3
LOS by Move: A A A D A D D A A A A A
HCM2kAvgQ: 0 0 0 2 0 1 2 1 0 0 5 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 10:37:48 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 95 46*** 16
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
52
1
Cycle Time (sec): 70
1
4
0
Loss Time (sec): 4
0
26 1
Critical V/C: 0.539
1 28
0
Avg Crit Del (sec/veh): 15.4
0
435*** 1
Avg Delay (sec/veh): 15.3
1 0***
LOS: B
Lanes: 0 0 1! 0 0
Base Vol: 65*** 18 2
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 65 18 2 16 46 95 52 26 435 0 28 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: 65 18 2 16 46 95 52 26 435 0 28 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 74 20 2 18 52 108 59 30 494 0 32 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 74 20 2 18 52 108 59 30 494 0 32 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: 74 20 2 18 52 108 59 30 494 0 32 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.87 0.83 0.83 0.83 0.86 0.91 0.77 1.00 0.91 0.77
Lanes: 0.77 0.21 0.02 0.10 0.29 0.61 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 1268 351 39 161 462 955 1641 1727 1468 1900 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.06 0.06 0.06 0.11 0.11 0.11 0.04 0.02 0.34 0.00 0.02 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.11 0.11 0.11 0.21 0.21 0.21 0.31 0.62 0.62 0.00 0.31 0.31
Volume/Cap: 0.54 0.54 0.54 0.54 0.54 0.54 0.12 0.03 0.54 0.00 0.06 0.01
Uniform Del: 29.6 29.6 29.6 24.6 24.6 24.6 17.2 5.0 7.4 0.0 16.9 16.6
IncremntDel: 3.3 3.3 3.3 1.8 1.8 1.8 0.1 0.0 0.6 0.0 0.0 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 32.8 32.8 32.8 26.4 26.4 26.4 17.3 5.0 8.1 0.0 16.9 16.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 32.8 32.8 32.8 26.4 26.4 26.4 17.3 5.0 8.1 0.0 16.9 16.6
LOS by Move: C C C C C C B A A A B B
HCM2kAvgQ: 3 3 3 3 3 3 1 0 6 0 0 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Wed Jun 06 17:04:41 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Ex + App Proj
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 19 32 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
17
1
Cycle Time (sec): 100 0
0
0
Loss Time (sec): 0 0
0 0
Critical V/C: 0.028 0 0
0
Avg Crit Del (sec/veh): 3.7 0
25 1
Avg Delay (sec/veh): 3.7 0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 25 34 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
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: 25 34 0 0 32 19 17 0 25 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 25 34 0 0 32 19 17 0 25 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 28 39 0 0 36 22 19 0 28 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 28 39 0 0 36 22 19 0 28 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 58 xxxx xxxxx xxxx xxxx xxxxx 143 xxxx 47 xxxx xxxx xxxxx
Potent Cap.: 1497 xxxx xxxxx xxxx xxxx xxxxx 832 xxxx 1000 xxxx xxxx xxxxx
Move Cap.: 1497 xxxx xxxxx xxxx xxxx xxxxx 819 xxxx 1000 xxxx xxxx xxxxx
Volume/Cap: 0.02 xxxx xxxx xxxx xxxx xxxx 0.02 xxxx 0.03 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx
Control Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx 9.5 xxxx 8.7 xxxxx xxxx xxxxx
LOS by Move: A * * * * * A * A * * *
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: 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 9.0 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Wed Jun 06 17:04:41 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
AM Ex + App Proj
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 22*** 15 2
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
25
0
Cycle Time (sec): 100 1
12
0
Loss Time (sec): 0 0
88*** 1!
Critical V/C: 0.383 1 228***
0
Avg Crit Del (sec/veh): 10.0 0
5 0
Avg Delay (sec/veh): 10.0 0 8
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 11 28*** 7
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 11 28 7 2 15 22 25 88 5 8 228 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 11 28 7 2 15 22 25 88 5 8 228 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 13 32 8 2 17 25 28 100 6 9 259 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 13 32 8 2 17 25 28 100 6 9 259 14
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 13 32 8 2 17 25 28 100 6 9 259 14
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.28 0.72 1.00 0.12 0.88 1.00 0.21 0.75 0.04 0.03 0.97 1.00
Final Sat.: 162 412 663 68 511 661 142 499 28 24 677 812
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.08 0.01 0.03 0.03 0.04 0.20 0.20 0.20 0.38 0.38 0.02
Crit Moves: **** **** **** ****
Delay/Veh: 9.1 9.1 7.8 8.7 8.7 8.0 9.6 9.6 9.6 10.8 10.8 7.1
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.1 9.1 7.8 8.7 8.7 8.0 9.6 9.6 9.6 10.8 10.8 7.1
LOS by Move: A A A A A A A A A B B A
ApproachDel: 8.9 8.3 9.6 10.6
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.9 8.3 9.6 10.6
LOS by Appr: A A A B
AllWayAvgQ: 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.6 0.6 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|�
COMPARE Thu Jul 26 17:01:59 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Ex + App Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 148 0 8
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
43
1
Cycle Time (sec): 100 0
102
0
Loss Time (sec): 0 1
115 0
Critical V/C: 0.217 0 165
1
Avg Crit Del (sec/veh): 4.0 0
12 0
Avg Delay (sec/veh): 4.0 1 0
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 14 8 3
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 14 8 3 8 0 148 43 115 12 0 165 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 8 0 148 43 115 12 0 165 102
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 9 0 168 49 131 14 0 188 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 16 9 3 9 0 168 49 131 14 0 188 116
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx xxxxx xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 565 539 138 487 488 245 303 xxxx xxxxx xxxx xxxx xxxxx
Potent Cap.: 424 438 890 478 469 774 1213 xxxx xxxxx xxxx xxxx xxxxx
Move Cap.: 322 421 890 454 450 774 1213 xxxx xxxxx xxxx xxxx xxxxx
Volume/Cap: 0.05 0.02 0.00 0.02 0.00 0.22 0.04 xxxx xxxx xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.8 0.1 xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx 9.1 xxxxx xxxx 10.9 8.1 xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * A * * B A * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 352 xxxx xxxxx 454 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.2 xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 16.0 xxxx xxxxx 13.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * B * * * * * * * *
ApproachDel: 15.2 11.0 xxxxxx xxxxxx
ApproachLOS: C B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 17:01:59 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Ex + App Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 36 24 44
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
57
1
Cycle Time (sec): 100 0
12
0
Loss Time (sec): 0 1
115 0
Critical V/C: 0.151 0 302
1
Avg Crit Del (sec/veh): 4.2 0
49 0
Avg Delay (sec/veh): 4.2 1 14
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 24 1 14
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 24 1 14 44 24 36 57 115 49 14 302 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 24 1 14 44 24 36 57 115 49 14 302 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 131 56 16 343 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 27 1 16 50 27 41 65 131 56 16 343 14
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 704 677 159 678 698 350 357 xxxx xxxxx 186 xxxx xxxxx
Potent Cap.: 341 365 866 355 355 676 1159 xxxx xxxxx 1341 xxxx xxxxx
Move Cap.: 285 340 866 330 331 676 1159 xxxx xxxxx 1341 xxxx xxxxx
Volume/Cap: 0.10 0.00 0.02 0.15 0.08 0.06 0.06 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.2 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 9.2 xxxxx xxxx 10.7 8.3 xxxx xxxxx 7.7 xxxx xxxxx
LOS by Move: * * A * * B A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 287 xxxx xxxxx 330 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.3 xxxx xxxxx 0.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 18.9 xxxx xxxxx 19.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 15.4 16.2 xxxxxx xxxxxx
ApproachLOS: C C * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 17:01:59 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 806 0*** 288
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
201
2
Cycle Time (sec): 50 1
264
0
Loss Time (sec): 4 0
331*** 2
Critical V/C: 0.365 2 240
0
Avg Crit Del (sec/veh): 13.6 0
115 1
Avg Delay (sec/veh): 13.4 2 260***
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 360*** 0 274
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 360 0 274 288 0 806 201 331 115 260 240 264
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 360 0 274 288 0 806 201 331 115 260 240 264
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 409 0 0 327 0 0 228 376 0 295 273 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 409 0 0 327 0 0 228 376 0 295 273 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 409 0 0 327 0 0 228 376 0 295 273 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.00 0.00 0.10 0.00 0.00 0.07 0.11 0.00 0.09 0.08 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.35 0.00 0.00 0.35 0.00 0.00 0.28 0.31 0.00 0.25 0.28 0.00
Volume/Cap: 0.37 0.00 0.00 0.29 0.00 0.00 0.25 0.37 0.00 0.37 0.29 0.00
Uniform Del: 12.0 0.0 0.0 11.7 0.0 0.0 13.8 13.3 0.0 15.3 14.0 0.0
IncremntDel: 0.2 0.0 0.0 0.1 0.0 0.0 0.1 0.2 0.0 0.3 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 12.3 0.0 0.0 11.8 0.0 0.0 14.0 13.5 0.0 15.6 14.2 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 12.3 0.0 0.0 11.8 0.0 0.0 14.0 13.5 0.0 15.6 14.2 0.0
LOS by Move: B A A B A A B B A B B A
HCM2kAvgQ: 3 0 0 2 0 0 2 3 0 2 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:51:24 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 107 25*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
194*** 1
Critical V/C: 0.402
1 103
0
Avg Crit Del (sec/veh): 21.3
0
70 1
Avg Delay (sec/veh): 19.0
1 127***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 66 0 188***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 66 0 188 2 25 107 0 194 70 127 103 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: 66 0 188 2 25 107 0 194 70 127 103 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 75 0 214 2 28 0 0 220 80 144 117 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 75 0 214 2 28 0 0 220 80 144 117 0
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: 75 0 214 2 28 0 0 220 80 144 117 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.91 0.91 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.07 0.93 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 127 1593 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.15 0.02 0.02 0.00 0.00 0.13 0.05 0.09 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.34 0.00 0.34 0.10 0.10 0.00 0.00 0.30 0.30 0.21 0.50 0.00
Volume/Cap: 0.13 0.00 0.43 0.18 0.18 0.00 0.00 0.43 0.18 0.43 0.13 0.00
Uniform Del: 16.0 0.0 17.9 28.9 28.9 0.0 0.0 19.8 18.2 24.2 9.3 0.0
IncremntDel: 0.1 0.0 0.6 0.5 0.5 0.0 0.0 0.6 0.2 0.9 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 16.1 0.0 18.5 29.4 29.4 0.0 0.0 20.4 18.4 25.1 9.3 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 16.1 0.0 18.5 29.4 29.4 0.0 0.0 20.4 18.4 25.1 9.3 0.0
LOS by Move: B A B C C A A C B C A A
HCM2kAvgQ: 1 0 4 1 1 0 0 4 1 3 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:51:24 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj
Intersection #9: Route 99 and Mairposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
286*** 1
Critical V/C: 0.328
1 130
0
Avg Crit Del (sec/veh): 9.7
0
0 0
Avg Delay (sec/veh): 8.1
1 47***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 113*** 0 215
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 113 0 215 0 0 0 0 286 0 47 130 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: 113 0 215 0 0 0 0 286 0 47 130 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 128 0 0 0 0 0 0 325 0 53 148 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 0 0 0 0 0 0 325 0 53 148 0
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: 128 0 0 0 0 0 0 325 0 53 148 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.03 0.09 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.16 0.69 0.00
Volume/Cap: 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.00 0.21 0.12 0.00
Uniform Del: 14.8 0.0 0.0 0.0 0.0 0.0 0.0 6.0 0.0 16.6 2.4 0.0
IncremntDel: 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.4 0.0 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 15.4 0.0 0.0 0.0 0.0 0.0 0.0 6.3 0.0 17.0 2.4 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 15.4 0.0 0.0 0.0 0.0 0.0 0.0 6.3 0.0 17.0 2.4 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 2 0 0 0 0 0 0 3 0 1 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:51:24 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Ex + App Proj
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 18 11*** 12
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
184
1
Cycle Time (sec): 70
1
287
0
Loss Time (sec): 4
0
220*** 1
Critical V/C: 0.237
1 116
0
Avg Crit Del (sec/veh): 14.6
0
100 1
Avg Delay (sec/veh): 15.5
1 14***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 34 45*** 16
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 34 45 16 12 11 18 184 220 100 14 116 287
Growth Adj: 1.00 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 45 16 12 11 18 184 220 100 14 116 287
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 39 51 18 14 13 20 209 250 114 16 132 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 51 18 14 13 20 209 250 114 16 132 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: 39 51 18 14 13 20 209 250 114 16 132 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.89 0.89 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.43 0.57 1.00 0.52 0.48 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 728 963 1468 879 805 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.05 0.01 0.02 0.02 0.01 0.13 0.14 0.08 0.01 0.08 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.20 0.20 0.10 0.10 0.10 0.36 0.54 0.54 0.10 0.28 0.00
Volume/Cap: 0.27 0.27 0.06 0.16 0.16 0.14 0.35 0.27 0.14 0.10 0.27 0.00
Uniform Del: 23.7 23.7 22.7 28.8 28.8 28.8 16.4 8.5 7.9 28.6 19.5 0.0
IncremntDel: 0.4 0.4 0.1 0.4 0.4 0.4 0.4 0.2 0.1 0.3 0.3 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 24.1 24.1 22.8 29.2 29.2 29.2 16.8 8.7 8.0 28.9 19.8 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: 24.1 24.1 22.8 29.2 29.2 29.2 16.8 8.7 8.0 28.9 19.8 0.0
LOS by Move: C C C C C C B A A C B A
HCM2kAvgQ: 2 2 0 1 1 1 3 3 1 0 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Wed Jun 06 17:04:41 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj
Intersection #1: Mariposa and Austin Signal=Protect/Rights=Include
Base Vol: 58 0 125***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
31***
1
Cycle Time (sec): 100 1
26
0
Loss Time (sec): 9 0
294 1
Critical V/C: 0.268 1 206***
0
Avg Crit Del (sec/veh): 20.7 0
0 0
Avg Delay (sec/veh): 16.7 0 0
LOS: B
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 125 0 58 31 294 0 0 206 26
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 125 0 58 31 294 0 0 206 26
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 142 0 66 35 334 0 0 234 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 142 0 66 35 334 0 0 234 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 142 0 66 35 334 0 0 234 30
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.04 0.02 0.19 0.00 0.00 0.14 0.02
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.32 0.00 0.32 0.08 0.59 0.00 0.00 0.51 0.51
Volume/Cap: 0.00 0.00 0.00 0.27 0.00 0.14 0.27 0.33 0.00 0.00 0.27 0.04
Uniform Del: 0.0 0.0 0.0 25.1 0.0 24.0 43.2 10.6 0.0 0.0 14.1 12.4
IncremntDel: 0.0 0.0 0.0 0.3 0.0 0.1 1.1 0.2 0.0 0.0 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 25.3 0.0 24.1 44.3 10.8 0.0 0.0 14.3 12.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 25.3 0.0 24.1 44.3 10.8 0.0 0.0 14.3 12.5
LOS by Move: A A A C A C D B A A B B
HCM2kAvgQ: 0 0 0 3 0 1 1 5 0 0 4 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 12:28:27 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 45 9*** 5
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
109***
1
Cycle Time (sec): 70
1
20
0
Loss Time (sec): 4
0
52 1
Critical V/C: 0.458
1 36***
0
Avg Crit Del (sec/veh): 15.6
0
71 1
Avg Delay (sec/veh): 18.1
1 1
LOS: B
Lanes: 0 0 1! 0 0
Base Vol: 369 50 2***
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 369 50 2 5 9 45 109 52 71 1 36 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 369 50 2 5 9 45 109 52 71 1 36 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 419 57 2 6 10 51 124 59 81 1 41 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 419 57 2 6 10 51 124 59 81 1 41 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: 419 57 2 6 10 51 124 59 81 1 41 23
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.87 0.81 0.81 0.81 0.86 0.91 0.77 0.86 0.91 0.77
Lanes: 0.87 0.12 0.01 0.08 0.15 0.77 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 1449 196 8 131 235 1177 1641 1727 1468 1641 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.29 0.29 0.29 0.04 0.04 0.04 0.08 0.03 0.05 0.00 0.02 0.02
Crit Moves: **** **** **** ****
Green/Cycle: 0.59 0.59 0.59 0.10 0.10 0.10 0.15 0.13 0.13 0.13 0.10 0.10
Volume/Cap: 0.49 0.49 0.49 0.43 0.43 0.43 0.49 0.27 0.43 0.01 0.24 0.15
Uniform Del: 8.3 8.3 8.3 29.6 29.6 29.6 27.1 27.6 28.2 26.7 29.0 28.8
IncremntDel: 0.4 0.4 0.4 2.0 2.0 2.0 1.5 0.7 1.6 0.0 0.7 0.5
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 8.7 8.7 8.7 31.6 31.6 31.6 28.6 28.3 29.9 26.7 29.7 29.3
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: 8.7 8.7 8.7 31.6 31.6 31.6 28.6 28.3 29.9 26.7 29.7 29.3
LOS by Move: A A A C C C C C C C C C
HCM2kAvgQ: 6 6 6 1 1 1 2 1 2 0 1 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Wed Jun 06 17:04:41 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Ex + App Proj
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 6 51 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
9
1
Cycle Time (sec): 100 0
0
0
Loss Time (sec): 0 0
0 0
Critical V/C: 0.012 0 0
0
Avg Crit Del (sec/veh): 1.6 0
9 1
Avg Delay (sec/veh): 1.6 0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 1 32 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
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: 1 32 0 0 51 6 9 0 9 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: 1 32 0 0 51 6 9 0 9 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 1 36 0 0 58 7 10 0 10 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 1 36 0 0 58 7 10 0 10 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 65 xxxx xxxxx xxxx xxxx xxxxx 100 xxxx 61 xxxx xxxx xxxxx
Potent Cap.: 1488 xxxx xxxxx xxxx xxxx xxxxx 880 xxxx 982 xxxx xxxx xxxxx
Move Cap.: 1488 xxxx xxxxx xxxx xxxx xxxxx 879 xxxx 982 xxxx xxxx xxxxx
Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.01 xxxx 0.01 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx 0.0 xxxx xxxx xxxxx
Control Del: 7.4 xxxx xxxxx xxxxx xxxx xxxxx 9.1 xxxx 8.7 xxxxx xxxx xxxxx
LOS by Move: A * * * * * A * A * * *
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: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 8.9 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Wed Jun 06 17:04:41 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
PM Ex + App Proj
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 28 17 16***
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
18
0
Cycle Time (sec): 100 1
6
0
Loss Time (sec): 0 0
192*** 1!
Critical V/C: 0.364 1 127
0
Avg Crit Del (sec/veh): 10.0 0
12 0
Avg Delay (sec/veh): 10.0 0 8***
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 10*** 6 11
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 10 6 11 16 17 28 18 192 12 8 127 6
Growth Adj: 1.00 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 6 11 16 17 28 18 192 12 8 127 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 11 7 13 18 19 32 20 218 14 9 144 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 7 13 18 19 32 20 218 14 9 144 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 7 13 18 19 32 20 218 14 9 144 7
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.63 0.37 1.00 0.48 0.52 1.00 0.08 0.87 0.05 0.06 0.94 1.00
Final Sat.: 347 208 657 275 293 667 56 599 37 40 640 789
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.02 0.07 0.07 0.05 0.36 0.36 0.36 0.23 0.23 0.01
Crit Moves: **** **** **** ****
Delay/Veh: 9.0 9.0 7.9 9.1 9.1 8.0 11.0 11.0 11.0 9.4 9.4 7.2
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.0 9.0 7.9 9.1 9.1 8.0 11.0 11.0 11.0 9.4 9.4 7.2
LOS by Move: A A A A A A B B B A A A
ApproachDel: 8.5 8.6 11.0 9.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.5 8.6 11.0 9.3
LOS by Appr: A A B A
AllWayAvgQ: 0.0 0.0 0.0 0.1 0.1 0.0 0.5 0.5 0.5 0.3 0.3 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
�
COMPARE Thu Jul 26 17:10:55 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Ex + App Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 108 3 8
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 100 0
59
0
Loss Time (sec): 0 1
307 0
Critical V/C: 0.136 0 82
1
Avg Crit Del (sec/veh): 3.2 0
35 0
Avg Delay (sec/veh): 3.2 1 1
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 6 5 1
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 6 5 1 8 3 108 105 307 35 1 82 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 8 3 108 105 307 35 1 82 59
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 9 3 123 119 349 40 1 93 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 7 6 1 9 3 123 119 349 40 1 93 67
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 799 770 369 740 756 127 160 xxxx xxxxx 389 xxxx xxxxx
Potent Cap.: 294 322 659 323 328 903 1372 xxxx xxxxx 1128 xxxx xxxxx
Move Cap.: 235 294 659 296 299 903 1372 xxxx xxxxx 1128 xxxx xxxxx
Volume/Cap: 0.03 0.02 0.00 0.03 0.01 0.14 0.09 xxxx xxxx 0.00 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.5 0.3 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 10.5 xxxxx xxxx 9.6 7.9 xxxx xxxxx 8.2 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 258 xxxx xxxxx 297 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.2 xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 19.6 xxxx xxxxx 17.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 18.9 10.4 xxxxxx xxxxxx
ApproachLOS: C B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 17:10:55 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Ex + App Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 48 7 75
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 100 0
16
0
Loss Time (sec): 0 1
356 0
Critical V/C: 0.648 0 185
1
Avg Crit Del (sec/veh): 10.2 0
80 0
Avg Delay (sec/veh): 10.2 1 5
LOS: F
Lanes: 0 1 0 0 1
Base Vol: 31 1 20
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 31 1 20 75 7 48 214 356 80 5 185 16
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1 20 75 7 48 214 356 80 5 185 16
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 405 91 6 210 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 35 1 23 85 8 55 243 405 91 6 210 18
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 1198 1176 450 1179 1213 219 228 xxxx xxxxx 495 xxxx xxxxx
Potent Cap.: 156 185 593 161 176 801 1294 xxxx xxxxx 1028 xxxx xxxxx
Move Cap.: 119 149 593 131 142 801 1294 xxxx xxxxx 1028 xxxx xxxxx
Volume/Cap: 0.30 0.01 0.04 0.65 0.06 0.07 0.19 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.7 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 11.3 xxxxx xxxx 9.8 8.4 xxxx xxxxx 8.5 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 120 xxxx xxxxx 132 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 1.2 xxxx xxxxx 4.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 47.6 xxxx xxxxx 80.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: E * * F * * * * * * * *
ApproachDel: 33.7 54.1 xxxxxx xxxxxx
ApproachLOS: D F * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Jul 26 17:10:55 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 201 0 232***
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
403
2
Cycle Time (sec): 50 1
626
0
Loss Time (sec): 4 0
370*** 2
Critical V/C: 0.388 2 378
0
Avg Crit Del (sec/veh): 13.4 0
243 1
Avg Delay (sec/veh): 13.3 2 408***
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 162 0*** 316
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 162 0 316 232 0 201 403 370 243 408 378 626
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 162 0 316 232 0 201 403 370 243 408 378 626
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 184 0 0 264 0 0 458 420 0 464 430 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 184 0 0 264 0 0 458 420 0 464 430 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 184 0 0 264 0 0 458 420 0 464 430 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.06 0.00 0.00 0.08 0.00 0.00 0.14 0.13 0.00 0.15 0.13 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.00 0.00 0.21 0.00 0.00 0.36 0.33 0.00 0.38 0.35 0.00
Volume/Cap: 0.27 0.00 0.00 0.39 0.00 0.00 0.40 0.39 0.00 0.39 0.38 0.00
Uniform Del: 16.4 0.0 0.0 16.9 0.0 0.0 12.0 12.9 0.0 11.4 12.2 0.0
IncremntDel: 0.2 0.0 0.0 0.4 0.0 0.0 0.2 0.2 0.0 0.2 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 16.6 0.0 0.0 17.2 0.0 0.0 12.3 13.1 0.0 11.6 12.4 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 16.6 0.0 0.0 17.2 0.0 0.0 12.3 13.1 0.0 11.6 12.4 0.0
LOS by Move: B A A B A A B B A B B A
HCM2kAvgQ: 1 0 0 2 0 0 3 3 0 3 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:53:06 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 96 10*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
531*** 1
Critical V/C: 0.612
1 159
0
Avg Crit Del (sec/veh): 21.7
0
81 1
Avg Delay (sec/veh): 18.7
1 112***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 75 0 184***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 75 0 184 2 10 96 0 531 81 112 159 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: 75 0 184 2 10 96 0 531 81 112 159 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 85 0 209 2 11 0 0 603 92 127 181 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 0 209 2 11 0 0 603 92 127 181 0
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: 85 0 209 2 11 0 0 603 92 127 181 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.90 0.90 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.17 0.83 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 286 1428 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.14 0.01 0.01 0.00 0.00 0.35 0.06 0.08 0.10 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.00 0.21 0.10 0.10 0.00 0.00 0.52 0.52 0.11 0.63 0.00
Volume/Cap: 0.25 0.00 0.68 0.08 0.08 0.00 0.00 0.68 0.12 0.68 0.17 0.00
Uniform Del: 23.0 0.0 25.4 28.6 28.6 0.0 0.0 12.5 8.7 29.7 5.3 0.0
IncremntDel: 0.4 0.0 5.8 0.2 0.2 0.0 0.0 2.1 0.1 9.4 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 23.4 0.0 31.2 28.8 28.8 0.0 0.0 14.6 8.8 39.1 5.4 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 23.4 0.0 31.2 28.8 28.8 0.0 0.0 14.6 8.8 39.1 5.4 0.0
LOS by Move: C A C C C A A B A D A A
HCM2kAvgQ: 2 0 6 0 0 0 0 11 1 3 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:53:06 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj
Intersection #9: Route 99 and Mairposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
432*** 1
Critical V/C: 0.391
1 199
0
Avg Crit Del (sec/veh): 7.7
0
0 0
Avg Delay (sec/veh): 6.0
1 34***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 70*** 0 182
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 70 0 182 0 0 0 0 432 0 34 199 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 0 182 0 0 0 0 432 0 34 199 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 80 0 0 0 0 0 0 491 0 39 226 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 0 0 0 0 0 0 491 0 39 226 0
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: 80 0 0 0 0 0 0 491 0 39 226 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.00 0.02 0.13 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.16 0.76 0.00
Volume/Cap: 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.47 0.00 0.15 0.17 0.00
Uniform Del: 16.9 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 16.4 1.5 0.0
IncremntDel: 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 16.7 1.6 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 16.7 1.6 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 1 0 0 0 0 0 0 4 0 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:53:06 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Ex + App Proj
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 3 5*** 28
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
157
1
Cycle Time (sec): 70
1
194
0
Loss Time (sec): 4
0
356*** 1
Critical V/C: 0.390
1 160
0
Avg Crit Del (sec/veh): 16.1
0
111 1
Avg Delay (sec/veh): 16.3
1 23***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 65*** 76 19
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 65 76 19 28 5 3 157 356 111 23 160 194
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 65 76 19 28 5 3 157 356 111 23 160 194
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 74 86 22 32 6 3 178 405 126 26 182 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 74 86 22 32 6 3 178 405 126 26 182 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: 74 86 22 32 6 3 178 405 126 26 182 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.87 0.87 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.46 0.54 1.00 0.85 0.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 778 910 1468 1405 251 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.09 0.09 0.01 0.02 0.02 0.00 0.11 0.23 0.09 0.02 0.11 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.21 0.21 0.10 0.10 0.10 0.32 0.53 0.53 0.10 0.31 0.00
Volume/Cap: 0.44 0.44 0.07 0.23 0.23 0.02 0.34 0.44 0.16 0.16 0.34 0.00
Uniform Del: 23.9 23.9 21.9 29.0 29.0 28.4 18.2 10.2 8.5 28.8 18.7 0.0
IncremntDel: 0.9 0.9 0.1 0.7 0.7 0.1 0.4 0.3 0.1 0.5 0.4 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 24.7 24.7 22.0 29.7 29.7 28.5 18.6 10.5 8.6 29.3 19.0 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: 24.7 24.7 22.0 29.7 29.7 28.5 18.6 10.5 8.6 29.3 19.0 0.0
LOS by Move: C C C C C C B B A C B A
HCM2kAvgQ: 3 3 0 1 1 0 3 5 1 1 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Existing Plus Project Scenario
AM/PM
COMPARE Fri Aug 10 19:22:02 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + Proj
Intersection #1: Mariposa and Austin Signal=Protect/Rights=Include
Base Vol: 32 0 29***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
37***
1
Cycle Time (sec): 100
1
67
0
Loss Time (sec): 9
0
130 1
Critical V/C: 0.313
1 363***
0
Avg Crit Del (sec/veh): 10.3
0
0 0
Avg Delay (sec/veh): 9.6
0 0
LOS: A
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 29 0 32 37 130 0 0 363 67
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 29 0 32 37 130 0 0 363 67
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 33 0 36 42 148 0 0 413 76
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 33 0 36 42 148 0 0 413 76
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 33 0 36 42 148 0 0 413 76
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.03 0.09 0.00 0.00 0.24 0.05
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.07 0.00 0.07 0.08 0.84 0.00 0.00 0.76 0.76
Volume/Cap: 0.00 0.00 0.00 0.29 0.00 0.35 0.31 0.10 0.00 0.00 0.31 0.07
Uniform Del: 0.0 0.0 0.0 44.1 0.0 44.3 43.3 1.4 0.0 0.0 3.8 3.1
IncremntDel: 0.0 0.0 0.0 1.4 0.0 2.1 1.4 0.0 0.0 0.0 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 45.5 0.0 46.4 44.7 1.4 0.0 0.0 4.0 3.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 45.5 0.0 46.4 44.7 1.4 0.0 0.0 4.0 3.1
LOS by Move: A A A D A D D A A A A A
HCM2kAvgQ: 0 0 0 1 0 1 2 1 0 0 4 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:22:02 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + Proj
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 61 23 16***
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
30***
1
Cycle Time (sec): 70
1
4
0
Loss Time (sec): 4
0
26 1
Critical V/C: 0.181
1 28***
0
Avg Crit Del (sec/veh): 18.5
0
58 1
Avg Delay (sec/veh): 19.6
1 0
LOS: B
Lanes: 0 0 1! 0 0
Base Vol: 58 27*** 2
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 58 27 2 16 23 61 30 26 58 0 28 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: 58 27 2 16 23 61 30 26 58 0 28 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 66 31 2 18 26 69 34 30 66 0 32 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 66 31 2 18 26 69 34 30 66 0 32 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: 66 31 2 18 26 69 34 30 66 0 32 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.88 0.83 0.83 0.83 0.86 0.91 0.77 1.00 0.91 0.77
Lanes: 0.67 0.31 0.02 0.16 0.23 0.61 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 1111 517 38 252 362 959 1641 1727 1468 1900 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.06 0.06 0.06 0.07 0.07 0.07 0.02 0.02 0.04 0.00 0.02 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.33 0.33 0.33 0.40 0.40 0.40 0.11 0.22 0.22 0.00 0.10 0.10
Volume/Cap: 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.08 0.21 0.00 0.18 0.03
Uniform Del: 16.8 16.8 16.8 13.6 13.6 13.6 28.0 21.9 22.5 0.0 28.8 28.3
IncremntDel: 0.2 0.2 0.2 0.1 0.1 0.1 0.5 0.1 0.3 0.0 0.5 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 17.0 17.0 17.0 13.8 13.8 13.8 28.5 22.0 22.8 0.0 29.3 28.4
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: 17.0 17.0 17.0 13.8 13.8 13.8 28.5 22.0 22.8 0.0 29.3 28.4
LOS by Move: B B B B B B C C C A C C
HCM2kAvgQ: 2 2 2 2 2 2 1 0 1 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:22:02 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
AM Ex + Proj
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 57 28 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
63
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.108
0 0
0
Avg Crit Del (sec/veh): 6.2
0
91 1
Avg Delay (sec/veh): 6.2
0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 80 28 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
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: 80 28 0 0 28 57 63 0 91 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 80 28 0 0 28 57 63 0 91 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 91 32 0 0 32 65 72 0 103 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 91 32 0 0 32 65 72 0 103 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 97 xxxx xxxxx xxxx xxxx xxxxx 278 xxxx 64 xxxx xxxx xxxxx
Potent Cap.: 1448 xxxx xxxxx xxxx xxxx xxxxx 695 xxxx 978 xxxx xxxx xxxxx
Move Cap.: 1448 xxxx xxxxx xxxx xxxx xxxxx 660 xxxx 978 xxxx xxxx xxxxx
Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.11 xxxx 0.11 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx 0.4 xxxx xxxx xxxxx
Control Del: 7.7 xxxx xxxxx xxxxx xxxx xxxxx 11.1 xxxx 9.1 xxxxx xxxx xxxxx
LOS by Move: A * * * * * B * A * * *
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: 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 9.9 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 19:22:02 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
AM Ex + Proj
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 73*** 21 8
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
62
0
Cycle Time (sec): 100
1
18
0
Loss Time (sec): 0
0
88*** 1!
Critical V/C: 0.407
1 228***
0
Avg Crit Del (sec/veh): 10.5
0
5 0
Avg Delay (sec/veh): 10.5
0 8
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 11 34*** 7
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 11 34 7 8 21 73 62 88 5 8 228 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: 11 34 7 8 21 73 62 88 5 8 228 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 13 39 8 9 24 83 70 100 6 9 259 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 13 39 8 9 24 83 70 100 6 9 259 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 13 39 8 9 24 83 70 100 6 9 259 20
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.24 0.76 1.00 0.28 0.72 1.00 0.40 0.57 0.03 0.03 0.97 1.00
Final Sat.: 134 413 624 153 402 638 251 356 20 22 636 755
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.09 0.09 0.01 0.06 0.06 0.13 0.28 0.28 0.28 0.41 0.41 0.03
Crit Moves: **** **** **** ****
Delay/Veh: 9.4 9.4 8.1 9.1 9.1 8.7 10.7 10.7 10.7 11.6 11.6 7.5
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.4 9.4 8.1 9.1 9.1 8.7 10.7 10.7 10.7 11.6 11.6 7.5
LOS by Move: A A A A A A B B B B B A
ApproachDel: 9.2 8.8 10.7 11.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 9.2 8.8 10.7 11.3
LOS by Appr: A A B B
AllWayAvgQ: 0.1 0.1 0.0 0.1 0.1 0.1 0.4 0.4 0.4 0.6 0.6 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:13:00 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Ex + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 148 0 31
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
43
1
Cycle Time (sec): 100
0
102
0
Loss Time (sec): 0
1
129 0
Critical V/C: 0.234
0 216
1
Avg Crit Del (sec/veh): 4.2
0
12 0
Avg Delay (sec/veh): 4.2
1 0
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 14 8 3
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 14 8 3 31 0 148 43 129 12 0 216 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 31 0 148 43 129 12 0 216 102
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 35 0 168 49 147 14 0 245 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 16 9 3 35 0 168 49 147 14 0 245 116
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx xxxxx xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 639 613 153 561 561 303 361 xxxx xxxxx xxxx xxxx xxxxx
Potent Cap.: 378 397 872 426 425 718 1154 xxxx xxxxx xxxx xxxx xxxxx
Move Cap.: 280 381 872 404 407 718 1154 xxxx xxxxx xxxx xxxx xxxxx
Volume/Cap: 0.06 0.02 0.00 0.09 0.00 0.23 0.04 xxxx xxxx xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.9 0.1 xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx 9.1 xxxxx xxxx 11.5 8.3 xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * A * * B A * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 310 xxxx xxxxx 404 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.3 xxxx xxxxx 0.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 17.6 xxxx xxxxx 14.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * B * * * * * * * *
ApproachDel: 16.6 12.1 xxxxxx xxxxxx
ApproachLOS: C B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:13:00 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Ex + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 36 24 44
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
57
1
Cycle Time (sec): 0
0
41
0
Loss Time (sec): 0
1
129 0
Critical V/C: 0.166
0 324
1
Avg Crit Del (sec/veh): 4.0
0
49 0
Avg Delay (sec/veh): 4.0
1 14
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 24 1 14
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 24 1 14 44 24 36 57 129 49 14 324 41
Growth Adj: 1.00 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 1 14 44 24 36 57 129 49 14 324 41
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 147 56 16 368 47
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 27 1 16 50 27 41 65 147 56 16 368 47
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 761 751 174 736 755 391 415 xxxx xxxxx 202 xxxx xxxxx
Potent Cap.: 312 330 849 325 328 640 1102 xxxx xxxxx 1323 xxxx xxxxx
Move Cap.: 258 307 849 301 305 640 1102 xxxx xxxxx 1323 xxxx xxxxx
Volume/Cap: 0.11 0.00 0.02 0.17 0.09 0.06 0.06 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.2 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 9.3 xxxxx xxxx 11.0 8.5 xxxx xxxxx 7.8 xxxx xxxxx
LOS by Move: * * A * * B A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 260 xxxx xxxxx 302 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.4 xxxx xxxxx 1.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 20.6 xxxx xxxxx 20.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 16.5 17.5 xxxxxx xxxxxx
ApproachLOS: C C * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:13:00 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 533 0*** 308
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
201
2
Cycle Time (sec): 50
1
201
0
Loss Time (sec): 4
0
277*** 2
Critical V/C: 0.321
2 207
0
Avg Crit Del (sec/veh): 13.0
0
115 1
Avg Delay (sec/veh): 13.0
2 199***
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 360*** 0 183
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 360 0 183 308 0 533 201 277 115 199 207 201
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: 360 0 183 308 0 533 201 277 115 199 207 201
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 409 0 0 350 0 0 228 315 0 226 235 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 409 0 0 350 0 0 228 315 0 226 235 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 409 0 0 350 0 0 228 315 0 226 235 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.00 0.00 0.11 0.00 0.00 0.07 0.10 0.00 0.07 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.40 0.00 0.00 0.40 0.00 0.00 0.26 0.30 0.00 0.22 0.26 0.00
Volume/Cap: 0.32 0.00 0.00 0.27 0.00 0.00 0.28 0.32 0.00 0.32 0.28 0.00
Uniform Del: 10.3 0.0 0.0 10.1 0.0 0.0 14.8 13.6 0.0 16.3 14.8 0.0
IncremntDel: 0.1 0.0 0.0 0.1 0.0 0.0 0.2 0.2 0.0 0.3 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 10.5 0.0 0.0 10.2 0.0 0.0 14.9 13.8 0.0 16.6 14.9 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: 10.5 0.0 0.0 10.2 0.0 0.0 14.9 13.8 0.0 16.6 14.9 0.0
LOS by Move: B A A B A A B B A B B A
HCM2kAvgQ: 2 0 0 2 0 0 2 2 0 2 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 18:00:00 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + Proj
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 107 25*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
165*** 1
Critical V/C: 0.381
1 107
0
Avg Crit Del (sec/veh): 21.1
0
70 1
Avg Delay (sec/veh): 18.9
1 127***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 66 0 188***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 66 0 188 2 25 107 0 165 70 127 107 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: 66 0 188 2 25 107 0 165 70 127 107 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.89 0.88 0.88 0.88 0.88
PHF Volume: 75 0 214 2 28 0 0 186 80 144 122 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 75 0 214 2 28 0 0 186 80 144 122 0
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: 75 0 214 2 28 0 0 186 80 144 122 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.91 0.91 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.07 0.93 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 127 1593 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.15 0.02 0.02 0.00 0.00 0.11 0.05 0.09 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.36 0.00 0.36 0.10 0.10 0.00 0.00 0.27 0.27 0.22 0.48 0.00
Volume/Cap: 0.13 0.00 0.40 0.18 0.18 0.00 0.00 0.40 0.20 0.40 0.15 0.00
Uniform Del: 15.0 0.0 16.8 28.9 28.9 0.0 0.0 21.1 19.9 23.5 10.1 0.0
IncremntDel: 0.1 0.0 0.5 0.5 0.5 0.0 0.0 0.6 0.3 0.8 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 15.1 0.0 17.3 29.4 29.4 0.0 0.0 21.7 20.2 24.3 10.1 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 15.1 0.0 17.3 29.4 29.4 0.0 0.0 21.7 20.2 24.3 10.1 0.0
LOS by Move: B A B C C A A C C C B A
HCM2kAvgQ: 1 0 4 1 1 0 0 4 1 3 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 18:00:00 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + Proj
Intersection #9: Route 99 and Mairposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
257*** 1
Critical V/C: 0.307
1 134
0
Avg Crit Del (sec/veh): 9.9
0
0 0
Avg Delay (sec/veh): 8.2
1 47***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 113*** 0 215
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 113 0 215 0 0 0 0 257 0 47 134 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: 113 0 215 0 0 0 0 257 0 47 134 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 128 0 0 0 0 0 0 292 0 53 152 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 0 0 0 0 0 0 292 0 53 152 0
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: 128 0 0 0 0 0 0 292 0 53 152 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.03 0.09 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.24 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.16 0.67 0.00
Volume/Cap: 0.33 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00 0.21 0.13 0.00
Uniform Del: 14.1 0.0 0.0 0.0 0.0 0.0 0.0 6.3 0.0 16.6 2.7 0.0
IncremntDel: 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.4 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 14.6 0.0 0.0 0.0 0.0 0.0 0.0 6.5 0.0 17.0 2.7 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 14.6 0.0 0.0 0.0 0.0 0.0 0.0 6.5 0.0 17.0 2.7 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 2 0 0 0 0 0 0 2 0 1 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 18:00:00 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Ex + Proj
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 18 11*** 12
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
184***
1
Cycle Time (sec): 70
1
287
0
Loss Time (sec): 4
0
191 1
Critical V/C: 0.292
1 120***
0
Avg Crit Del (sec/veh): 19.4
0
100 1
Avg Delay (sec/veh): 18.3
1 14
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 34 45*** 16
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 34 45 16 12 11 18 184 191 100 14 120 287
Growth Adj: 1.00 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 45 16 12 11 18 184 191 100 14 120 287
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 39 51 18 14 13 20 209 217 114 16 136 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 51 18 14 13 20 209 217 114 16 136 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: 39 51 18 14 13 20 209 217 114 16 136 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.89 0.89 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.43 0.57 1.00 0.52 0.48 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 728 963 1468 879 805 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.05 0.01 0.02 0.02 0.01 0.13 0.13 0.08 0.01 0.08 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.17 0.17 0.17 0.10 0.10 0.10 0.41 0.37 0.37 0.30 0.26 0.00
Volume/Cap: 0.31 0.31 0.07 0.16 0.16 0.14 0.31 0.34 0.21 0.03 0.31 0.00
Uniform Del: 25.3 25.3 24.3 28.8 28.8 28.8 13.8 15.7 14.9 17.5 21.0 0.0
IncremntDel: 0.6 0.6 0.1 0.4 0.4 0.4 0.3 0.3 0.2 0.0 0.4 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 25.9 25.9 24.4 29.2 29.2 29.2 14.0 16.0 15.1 17.5 21.4 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 25.9 25.9 24.4 29.2 29.2 29.2 14.0 16.0 15.1 17.5 21.4 0.0
LOS by Move: C C C C C C B B B B C A
HCM2kAvgQ: 2 2 0 1 1 1 3 3 2 0 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:24:57 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + Proj
Intersection #1: Mariposa and Austin Signal=Protect/Rights=Include
Base Vol: 47 0 66***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
9***
1
Cycle Time (sec): 100
1
26
0
Loss Time (sec): 9
0
294 1
Critical V/C: 0.206
1 206***
0
Avg Crit Del (sec/veh): 15.1
0
0 0
Avg Delay (sec/veh): 11.8
0 0
LOS: B
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 66 0 47 9 294 0 0 206 26
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 66 0 47 9 294 0 0 206 26
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 75 0 53 10 334 0 0 234 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 75 0 53 10 334 0 0 234 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 75 0 53 10 334 0 0 234 30
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.05 0.00 0.04 0.01 0.19 0.00 0.00 0.14 0.02
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.21 0.00 0.21 0.07 0.70 0.00 0.00 0.63 0.63
Volume/Cap: 0.00 0.00 0.00 0.22 0.00 0.17 0.09 0.28 0.00 0.00 0.22 0.03
Uniform Del: 0.0 0.0 0.0 32.5 0.0 32.2 43.5 5.6 0.0 0.0 8.0 7.1
IncremntDel: 0.0 0.0 0.0 0.3 0.0 0.3 0.3 0.1 0.0 0.0 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 32.9 0.0 32.5 43.9 5.8 0.0 0.0 8.1 7.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 32.9 0.0 32.5 43.9 5.8 0.0 0.0 8.1 7.1
LOS by Move: A A A C A C D A A A A A
HCM2kAvgQ: 0 0 0 2 0 1 0 4 0 0 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:24:57 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + Proj
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 20 9*** 5
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
64***
1
Cycle Time (sec): 70
1
20
0
Loss Time (sec): 4
0
52 1
Critical V/C: 0.135
1 36***
0
Avg Crit Del (sec/veh): 20.5
0
39 1
Avg Delay (sec/veh): 20.7
1 1
LOS: C
Lanes: 0 0 1! 0 0
Base Vol: 24 25*** 2
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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 25 2 5 9 20 64 52 39 1 36 20
Growth Adj: 1.00 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 25 2 5 9 20 64 52 39 1 36 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 28 2 6 10 23 73 59 44 1 41 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 28 2 6 10 23 73 59 44 1 41 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: 27 28 2 6 10 23 73 59 44 1 41 23
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.88 0.83 0.83 0.83 0.86 0.91 0.77 0.86 0.91 0.77
Lanes: 0.47 0.49 0.04 0.15 0.26 0.59 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 790 823 66 232 418 929 1641 1727 1468 1641 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.03 0.02 0.02 0.02 0.04 0.03 0.03 0.00 0.02 0.02
Crit Moves: **** **** **** ****
Green/Cycle: 0.26 0.26 0.26 0.18 0.18 0.18 0.33 0.25 0.25 0.25 0.18 0.18
Volume/Cap: 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.14 0.12 0.00 0.13 0.09
Uniform Del: 20.1 20.1 20.1 24.0 24.0 24.0 16.5 20.3 20.2 19.6 24.3 24.1
IncremntDel: 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.2 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 20.2 20.2 20.2 24.2 24.2 24.2 16.6 20.4 20.3 19.6 24.6 24.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 20.2 20.2 20.2 24.2 24.2 24.2 16.6 20.4 20.3 19.6 24.6 24.3
LOS by Move: C C C C C C B C C B C C
HCM2kAvgQ: 1 1 1 1 1 1 1 1 1 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:24:57 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
PM Ex + Proj
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 20 43 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
21
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.027
0 0
0
Avg Crit Del (sec/veh): 3.0
0
21 1
Avg Delay (sec/veh): 3.0
0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 4 28 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
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: 4 28 0 0 43 20 21 0 21 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: 4 28 0 0 43 20 21 0 21 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 5 32 0 0 49 23 24 0 24 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 5 32 0 0 49 23 24 0 24 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 72 xxxx xxxxx xxxx xxxx xxxxx 101 xxxx 60 xxxx xxxx xxxxx
Potent Cap.: 1479 xxxx xxxxx xxxx xxxx xxxxx 878 xxxx 983 xxxx xxxx xxxxx
Move Cap.: 1479 xxxx xxxxx xxxx xxxx xxxxx 876 xxxx 983 xxxx xxxx xxxxx
Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.02 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx
Control Del: 7.4 xxxx xxxxx xxxxx xxxx xxxxx 9.2 xxxx 8.8 xxxxx xxxx xxxxx
LOS by Move: A * * * * * A * A * * *
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: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 9.0 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 19:24:57 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
PM Ex + Proj
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 32 17 16***
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
17
0
Cycle Time (sec): 100
1
6
0
Loss Time (sec): 0
0
192 1!
Critical V/C: 0.364
1 127***
0
Avg Crit Del (sec/veh): 10.0
0
12*** 0
Avg Delay (sec/veh): 10.0
0 8
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 10*** 6 11
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 10 6 11 16 17 32 17 192 12 8 127 6
Growth Adj: 1.00 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 6 11 16 17 32 17 192 12 8 127 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 11 7 13 18 19 36 19 218 14 9 144 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 7 13 18 19 36 19 218 14 9 144 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 7 13 18 19 36 19 218 14 9 144 7
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.63 0.37 1.00 0.48 0.52 1.00 0.08 0.87 0.05 0.06 0.94 1.00
Final Sat.: 346 208 656 276 293 668 53 600 38 40 639 785
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.02 0.07 0.07 0.05 0.36 0.36 0.36 0.23 0.23 0.01
Crit Moves: **** **** **** ****
Delay/Veh: 9.0 9.0 7.9 9.1 9.1 8.0 11.0 11.0 11.0 9.4 9.4 7.2
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.0 9.0 7.9 9.1 9.1 8.0 11.0 11.0 11.0 9.4 9.4 7.2
LOS by Move: A A A A A A B B B A A A
ApproachDel: 8.5 8.5 11.0 9.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.5 8.5 11.0 9.3
LOS by Appr: A A B A
AllWayAvgQ: 0.0 0.0 0.0 0.1 0.1 0.0 0.5 0.5 0.5 0.3 0.3 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:17:26 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Ex + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 108 3 11
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 100
0
59
0
Loss Time (sec): 0
1
303 0
Critical V/C: 0.137
0 86
1
Avg Crit Del (sec/veh): 3.3
0
35 0
Avg Delay (sec/veh): 3.3
1 1
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 6 5 1
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 6 5 1 11 3 108 105 303 35 1 86 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 11 3 108 105 303 35 1 86 59
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 13 3 123 119 344 40 1 98 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 7 6 1 13 3 123 119 344 40 1 98 67
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 799 770 364 740 756 131 165 xxxx xxxxx 384 xxxx xxxxx
Potent Cap.: 294 322 663 323 328 897 1366 xxxx xxxxx 1132 xxxx xxxxx
Move Cap.: 235 294 663 296 299 897 1366 xxxx xxxxx 1132 xxxx xxxxx
Volume/Cap: 0.03 0.02 0.00 0.04 0.01 0.14 0.09 xxxx xxxx 0.00 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.5 0.3 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 10.4 xxxxx xxxx 9.6 7.9 xxxx xxxxx 8.2 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 258 xxxx xxxxx 297 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.2 xxxx xxxxx 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 19.6 xxxx xxxxx 17.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 18.9 10.6 xxxxxx xxxxxx
ApproachLOS: C B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:17:26 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Ex + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 48 7 75
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 0
0
22
0
Loss Time (sec): 0
1
352 0
Critical V/C: 0.645
0 183
1
Avg Crit Del (sec/veh): 10.2
0
80 0
Avg Delay (sec/veh): 10.2
1 5
LOS: F
Lanes: 0 1 0 0 1
Base Vol: 31 1 20
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 31 1 20 75 7 48 214 352 80 5 183 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: 31 1 20 75 7 48 214 352 80 5 183 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 400 91 6 208 25
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 35 1 23 85 8 55 243 400 91 6 208 25
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 1195 1176 445 1176 1209 220 233 xxxx xxxxx 491 xxxx xxxxx
Potent Cap.: 157 185 596 162 176 800 1289 xxxx xxxxx 1032 xxxx xxxxx
Move Cap.: 120 149 596 132 142 800 1289 xxxx xxxxx 1032 xxxx xxxxx
Volume/Cap: 0.29 0.01 0.04 0.65 0.06 0.07 0.19 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.7 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 11.3 xxxxx xxxx 9.8 8.4 xxxx xxxxx 8.5 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 120 xxxx xxxxx 133 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 1.2 xxxx xxxxx 3.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 47.4 xxxx xxxxx 79.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: E * * F * * * * * * * *
ApproachDel: 33.5 53.5 xxxxxx xxxxxx
ApproachLOS: D F * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:17:26 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 201 0*** 148
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
403***
2
Cycle Time (sec): 50
1
350
0
Loss Time (sec): 4
0
208 2
Critical V/C: 0.296
2 204***
0
Avg Crit Del (sec/veh): 12.0
0
243 1
Avg Delay (sec/veh): 12.3
2 202
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 162*** 0 140
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 162 0 140 148 0 201 403 208 243 202 204 350
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 162 0 140 148 0 201 403 208 243 202 204 350
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 184 0 0 168 0 0 458 236 0 230 232 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 184 0 0 168 0 0 458 236 0 230 232 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 184 0 0 168 0 0 458 236 0 230 232 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.06 0.00 0.00 0.05 0.00 0.00 0.14 0.07 0.00 0.07 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.00 0.00 0.20 0.00 0.00 0.49 0.36 0.00 0.36 0.24 0.00
Volume/Cap: 0.30 0.00 0.00 0.27 0.00 0.00 0.30 0.20 0.00 0.20 0.30 0.00
Uniform Del: 17.2 0.0 0.0 17.1 0.0 0.0 7.7 11.0 0.0 11.0 15.6 0.0
IncremntDel: 0.3 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.0 0.1 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 17.4 0.0 0.0 17.3 0.0 0.0 7.8 11.0 0.0 11.0 15.8 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: 17.4 0.0 0.0 17.3 0.0 0.0 7.8 11.0 0.0 11.0 15.8 0.0
LOS by Move: B A A B A A A B A B B A
HCM2kAvgQ: 2 0 0 1 0 0 2 1 0 1 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 18:01:45 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + Proj
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 96 10*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
508*** 1
Critical V/C: 0.596
1 147
0
Avg Crit Del (sec/veh): 21.4
0
81 1
Avg Delay (sec/veh): 18.5
1 112***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 75 0 184***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 75 0 184 2 10 96 0 508 81 112 147 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: 75 0 184 2 10 96 0 508 81 112 147 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 85 0 209 2 11 0 0 577 92 127 167 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 0 209 2 11 0 0 577 92 127 167 0
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: 85 0 209 2 11 0 0 577 92 127 167 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.90 0.90 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.17 0.83 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 286 1428 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.14 0.01 0.01 0.00 0.00 0.33 0.06 0.08 0.10 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.22 0.00 0.22 0.10 0.10 0.00 0.00 0.51 0.51 0.12 0.63 0.00
Volume/Cap: 0.24 0.00 0.66 0.08 0.08 0.00 0.00 0.66 0.12 0.66 0.15 0.00
Uniform Del: 22.7 0.0 25.0 28.6 28.6 0.0 0.0 12.7 9.0 29.5 5.4 0.0
IncremntDel: 0.4 0.0 5.0 0.2 0.2 0.0 0.0 1.8 0.1 8.0 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 23.0 0.0 30.0 28.8 28.8 0.0 0.0 14.5 9.1 37.5 5.5 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 23.0 0.0 30.0 28.8 28.8 0.0 0.0 14.5 9.1 37.5 5.5 0.0
LOS by Move: C A C C C A A B A D A A
HCM2kAvgQ: 2 0 5 0 0 0 0 10 1 3 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 18:01:45 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + Proj
Intersection #9: Route 99 and Mairposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
409*** 1
Critical V/C: 0.374
1 187
0
Avg Crit Del (sec/veh): 7.7
0
0 0
Avg Delay (sec/veh): 6.1
1 34***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 70*** 0 182
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 70 0 182 0 0 0 0 409 0 34 187 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 0 182 0 0 0 0 409 0 34 187 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 80 0 0 0 0 0 0 465 0 39 213 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 0 0 0 0 0 0 465 0 39 213 0
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: 80 0 0 0 0 0 0 465 0 39 213 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.27 0.00 0.02 0.12 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.16 0.76 0.00
Volume/Cap: 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.15 0.16 0.00
Uniform Del: 16.9 0.0 0.0 0.0 0.0 0.0 0.0 4.9 0.0 16.4 1.5 0.0
IncremntDel: 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.0 16.7 1.6 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.0 16.7 1.6 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 1 0 0 0 0 0 0 3 0 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 18:01:45 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Ex + Proj
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 3 5*** 28
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
157
1
Cycle Time (sec): 70
1
194
0
Loss Time (sec): 4
0
333*** 1
Critical V/C: 0.374
1 148
0
Avg Crit Del (sec/veh): 16.2
0
111 1
Avg Delay (sec/veh): 16.4
1 23***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 65*** 76 19
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 65 76 19 28 5 3 157 333 111 23 148 194
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 65 76 19 28 5 3 157 333 111 23 148 194
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 74 86 22 32 6 3 178 378 126 26 168 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 74 86 22 32 6 3 178 378 126 26 168 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: 74 86 22 32 6 3 178 378 126 26 168 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.87 0.87 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.46 0.54 1.00 0.85 0.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 778 910 1468 1405 251 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.09 0.09 0.01 0.02 0.02 0.00 0.11 0.22 0.09 0.02 0.10 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.22 0.22 0.22 0.10 0.10 0.10 0.32 0.52 0.52 0.10 0.30 0.00
Volume/Cap: 0.42 0.42 0.07 0.23 0.23 0.02 0.34 0.42 0.17 0.16 0.33 0.00
Uniform Del: 23.3 23.3 21.4 29.0 29.0 28.4 18.0 10.4 8.9 28.8 19.2 0.0
IncremntDel: 0.8 0.8 0.1 0.7 0.7 0.1 0.4 0.3 0.1 0.5 0.4 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 24.0 24.0 21.4 29.7 29.7 28.5 18.4 10.7 9.0 29.3 19.6 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 24.0 24.0 21.4 29.7 29.7 28.5 18.4 10.7 9.0 29.3 19.6 0.0
LOS by Move: C C C C C C B B A C B A
HCM2kAvgQ: 3 3 0 1 1 0 3 5 1 1 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Existing Plus Approved Plus Project Scenario
AM/PM
COMPARE Fri Aug 10 19:14:04 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #1: Mariposa and Austin Signal=Protect/Rights=Include
Base Vol: 34 0 52***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
71***
1
Cycle Time (sec): 100
1
67
0
Loss Time (sec): 9
0
130 1
Critical V/C: 0.356
1 363***
0
Avg Crit Del (sec/veh): 15.9
0
0 0
Avg Delay (sec/veh): 13.7
0 0
LOS: B
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 52 0 34 71 130 0 0 363 67
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 52 0 34 71 130 0 0 363 67
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 59 0 39 81 148 0 0 413 76
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 59 0 39 81 148 0 0 413 76
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 59 0 39 81 148 0 0 413 76
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.03 0.05 0.09 0.00 0.00 0.24 0.05
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.10 0.00 0.10 0.14 0.81 0.00 0.00 0.67 0.67
Volume/Cap: 0.00 0.00 0.00 0.36 0.00 0.26 0.36 0.11 0.00 0.00 0.36 0.08
Uniform Del: 0.0 0.0 0.0 41.9 0.0 41.5 39.1 2.0 0.0 0.0 7.1 5.7
IncremntDel: 0.0 0.0 0.0 1.3 0.0 0.9 1.0 0.0 0.0 0.0 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 43.2 0.0 42.4 40.0 2.0 0.0 0.0 7.3 5.8
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: 0.0 0.0 0.0 43.2 0.0 42.4 40.0 2.0 0.0 0.0 7.3 5.8
LOS by Move: A A A D A D D A A A A A
HCM2kAvgQ: 0 0 0 2 0 1 3 1 0 0 6 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:14:04 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 95*** 55 16
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
52
1
Cycle Time (sec): 70
1
4
0
Loss Time (sec): 4
0
26 1
Critical V/C: 0.603
1 28
0
Avg Crit Del (sec/veh): 18.0
0
464*** 1
Avg Delay (sec/veh): 17.6
1 0***
LOS: B
Lanes: 0 0 1! 0 0
Base Vol: 100*** 30 2
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 100 30 2 16 55 95 52 26 464 0 28 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: 100 30 2 16 55 95 52 26 464 0 28 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 114 34 2 18 63 108 59 30 527 0 32 5
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 114 34 2 18 63 108 59 30 527 0 32 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: 114 34 2 18 63 108 59 30 527 0 32 5
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.87 0.83 0.83 0.83 0.86 0.91 0.77 1.00 0.91 0.77
Lanes: 0.76 0.23 0.01 0.10 0.33 0.57 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 1257 377 25 153 526 908 1641 1727 1468 1900 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.09 0.09 0.09 0.12 0.12 0.12 0.04 0.02 0.36 0.00 0.02 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.15 0.15 0.15 0.20 0.20 0.20 0.30 0.60 0.60 0.00 0.30 0.30
Volume/Cap: 0.60 0.60 0.60 0.60 0.60 0.60 0.12 0.03 0.60 0.00 0.06 0.01
Uniform Del: 27.8 27.8 27.8 25.6 25.6 25.6 17.9 5.8 8.9 0.0 17.6 17.3
IncremntDel: 4.1 4.1 4.1 3.3 3.3 3.3 0.1 0.0 1.2 0.0 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 31.9 31.9 31.9 28.9 28.9 28.9 18.0 5.8 10.1 0.0 17.6 17.3
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: 31.9 31.9 31.9 28.9 28.9 28.9 18.0 5.8 10.1 0.0 17.6 17.3
LOS by Move: C C C C C C B A B A B B
HCM2kAvgQ: 4 4 4 4 4 4 1 0 7 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:14:04 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
AM Ex + App Proj + Proj
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 57 32 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
63
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.110
0 0
0
Avg Crit Del (sec/veh): 6.0
0
91 1
Avg Delay (sec/veh): 6.0
0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 80 34 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
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: 80 34 0 0 32 57 63 0 91 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 80 34 0 0 32 57 63 0 91 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 91 39 0 0 36 65 72 0 103 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 91 39 0 0 36 65 72 0 103 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 101 xxxx xxxxx xxxx xxxx xxxxx 289 xxxx 69 xxxx xxxx xxxxx
Potent Cap.: 1443 xxxx xxxxx xxxx xxxx xxxxx 685 xxxx 972 xxxx xxxx xxxxx
Move Cap.: 1443 xxxx xxxxx xxxx xxxx xxxxx 650 xxxx 972 xxxx xxxx xxxxx
Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.11 xxxx 0.11 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx 0.4 xxxx xxxx xxxxx
Control Del: 7.7 xxxx xxxxx xxxxx xxxx xxxxx 11.2 xxxx 9.1 xxxxx xxxx xxxxx
LOS by Move: A * * * * * B * A * * *
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: 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 10.0 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 19:14:04 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
AM Ex + App Proj + Proj
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 77*** 21 8
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
68
0
Cycle Time (sec): 100
1
18
0
Loss Time (sec): 0
0
88*** 1!
Critical V/C: 0.409
1 228***
0
Avg Crit Del (sec/veh): 10.5
0
5 0
Avg Delay (sec/veh): 10.5
0 8
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 11*** 34 7
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 11 34 7 8 21 77 68 88 5 8 228 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: 11 34 7 8 21 77 68 88 5 8 228 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 13 39 8 9 24 88 77 100 6 9 259 20
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 13 39 8 9 24 88 77 100 6 9 259 20
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 13 39 8 9 24 88 77 100 6 9 259 20
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.24 0.76 1.00 0.28 0.72 1.00 0.42 0.55 0.03 0.03 0.97 1.00
Final Sat.: 133 411 620 153 401 636 264 342 19 22 634 751
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.09 0.09 0.01 0.06 0.06 0.14 0.29 0.29 0.29 0.41 0.41 0.03
Crit Moves: **** **** **** ****
Delay/Veh: 9.5 9.5 8.1 9.2 9.2 8.7 10.8 10.8 10.8 11.6 11.6 7.5
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.5 9.5 8.1 9.2 9.2 8.7 10.8 10.8 10.8 11.6 11.6 7.5
LOS by Move: A A A A A A B B B B B A
ApproachDel: 9.3 8.9 10.8 11.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 9.3 8.9 10.8 11.3
LOS by Appr: A A B B
AllWayAvgQ: 0.1 0.1 0.0 0.1 0.1 0.1 0.4 0.4 0.4 0.6 0.6 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 19:45:19 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 148 0 31
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
43
1
Cycle Time (sec): 100
0
102
0
Loss Time (sec): 0
1
135 0
Critical V/C: 0.236
0 220
1
Avg Crit Del (sec/veh): 4.1
0
12 0
Avg Delay (sec/veh): 4.1
1 0
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 14 8 3
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 14 8 3 31 0 148 43 135 12 0 220 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 31 0 148 43 135 12 0 220 102
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 35 0 168 49 153 14 0 250 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 16 9 3 35 0 168 49 153 14 0 250 116
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx xxxxx xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 650 624 160 572 573 308 366 xxxx xxxxx xxxx xxxx xxxxx
Potent Cap.: 371 391 864 419 419 714 1150 xxxx xxxxx xxxx xxxx xxxxx
Move Cap.: 275 375 864 396 401 714 1150 xxxx xxxxx xxxx xxxx xxxxx
Volume/Cap: 0.06 0.02 0.00 0.09 0.00 0.24 0.04 xxxx xxxx xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.9 0.1 xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx 9.2 xxxxx xxxx 11.6 8.3 xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * A * * B A * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 304 xxxx xxxxx 396 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.3 xxxx xxxxx 0.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 17.9 xxxx xxxxx 15.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * B * * * * * * * *
ApproachDel: 16.8 12.2 xxxxxx xxxxxx
ApproachLOS: C B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 19:45:19 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 36 24 44
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
57
1
Cycle Time (sec): 0
0
41
0
Loss Time (sec): 0
1
135 0
Critical V/C: 0.169
0 328
1
Avg Crit Del (sec/veh): 4.0
0
49 0
Avg Delay (sec/veh): 4.0
1 14
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 24 1 14
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 24 1 14 44 24 36 57 135 49 14 328 41
Growth Adj: 1.00 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 1 14 44 24 36 57 135 49 14 328 41
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 153 56 16 373 47
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 27 1 16 50 27 41 65 153 56 16 373 47
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 773 762 181 747 766 396 419 xxxx xxxxx 209 xxxx xxxxx
Potent Cap.: 307 325 841 319 323 636 1098 xxxx xxxxx 1315 xxxx xxxxx
Move Cap.: 253 303 841 295 301 636 1098 xxxx xxxxx 1315 xxxx xxxxx
Volume/Cap: 0.11 0.00 0.02 0.17 0.09 0.06 0.06 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.2 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 9.4 xxxxx xxxx 11.0 8.5 xxxx xxxxx 7.8 xxxx xxxxx
LOS by Move: * * A * * B A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 255 xxxx xxxxx 297 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.4 xxxx xxxxx 1.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 20.9 xxxx xxxxx 21.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 16.8 17.8 xxxxxx xxxxxx
ApproachLOS: C C * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 19:45:19 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 806 0*** 308
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
201
2
Cycle Time (sec): 50
1
287
0
Loss Time (sec): 4
0
340*** 2
Critical V/C: 0.369
2 252
0
Avg Crit Del (sec/veh): 13.6
0
115 1
Avg Delay (sec/veh): 13.5
2 260***
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 360*** 0 274
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 360 0 274 308 0 806 201 340 115 260 252 287
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 360 0 274 308 0 806 201 340 115 260 252 287
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 409 0 0 350 0 0 228 386 0 295 286 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 409 0 0 350 0 0 228 386 0 295 286 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 409 0 0 350 0 0 228 386 0 295 286 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.00 0.00 0.11 0.00 0.00 0.07 0.12 0.00 0.09 0.09 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.35 0.00 0.00 0.35 0.00 0.00 0.29 0.32 0.00 0.25 0.29 0.00
Volume/Cap: 0.37 0.00 0.00 0.32 0.00 0.00 0.25 0.37 0.00 0.37 0.31 0.00
Uniform Del: 12.2 0.0 0.0 11.9 0.0 0.0 13.7 13.1 0.0 15.4 14.0 0.0
IncremntDel: 0.2 0.0 0.0 0.2 0.0 0.0 0.1 0.2 0.0 0.3 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 12.4 0.0 0.0 12.1 0.0 0.0 13.9 13.3 0.0 15.7 14.2 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 12.4 0.0 0.0 12.1 0.0 0.0 13.9 13.3 0.0 15.7 14.2 0.0
LOS by Move: B A A B A A B B A B B A
HCM2kAvgQ: 3 0 0 2 0 0 2 3 0 2 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:56:36 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 107 25*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
199*** 1
Critical V/C: 0.405
1 109
0
Avg Crit Del (sec/veh): 21.3
0
70 1
Avg Delay (sec/veh): 18.9
1 127***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 66 0 188***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 66 0 188 2 25 107 0 199 70 127 109 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: 66 0 188 2 25 107 0 199 70 127 109 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 75 0 214 2 28 0 0 226 80 144 124 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 75 0 214 2 28 0 0 226 80 144 124 0
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: 75 0 214 2 28 0 0 226 80 144 124 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.91 0.91 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.07 0.93 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 127 1593 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.15 0.02 0.02 0.00 0.00 0.13 0.05 0.09 0.07 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.34 0.00 0.34 0.10 0.10 0.00 0.00 0.30 0.30 0.20 0.51 0.00
Volume/Cap: 0.14 0.00 0.43 0.18 0.18 0.00 0.00 0.43 0.18 0.43 0.14 0.00
Uniform Del: 16.1 0.0 18.0 28.9 28.9 0.0 0.0 19.6 18.0 24.3 9.2 0.0
IncremntDel: 0.1 0.0 0.6 0.5 0.5 0.0 0.0 0.6 0.2 0.9 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 16.3 0.0 18.6 29.4 29.4 0.0 0.0 20.1 18.2 25.3 9.3 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 16.3 0.0 18.6 29.4 29.4 0.0 0.0 20.1 18.2 25.3 9.3 0.0
LOS by Move: B A B C C A A C B C A A
HCM2kAvgQ: 1 0 4 1 1 0 0 4 1 3 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:56:36 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #9: Route 99 and Mairposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
291*** 1
Critical V/C: 0.332
1 136
0
Avg Crit Del (sec/veh): 9.7
0
0 0
Avg Delay (sec/veh): 8.0
1 47***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 113*** 0 215
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 113 0 215 0 0 0 0 291 0 47 136 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: 113 0 215 0 0 0 0 291 0 47 136 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 128 0 0 0 0 0 0 331 0 53 155 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 0 0 0 0 0 0 331 0 53 155 0
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: 128 0 0 0 0 0 0 331 0 53 155 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.03 0.09 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.54 0.00 0.16 0.69 0.00
Volume/Cap: 0.36 0.00 0.00 0.00 0.00 0.00 0.00 0.36 0.00 0.21 0.13 0.00
Uniform Del: 14.9 0.0 0.0 0.0 0.0 0.0 0.0 6.0 0.0 16.6 2.3 0.0
IncremntDel: 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.4 0.0 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 15.5 0.0 0.0 0.0 0.0 0.0 0.0 6.2 0.0 17.0 2.4 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 15.5 0.0 0.0 0.0 0.0 0.0 0.0 6.2 0.0 17.0 2.4 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 2 0 0 0 0 0 0 3 0 1 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:56:36 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Ex + App Proj + Proj
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 18 11*** 12
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
184
1
Cycle Time (sec): 70
1
287
0
Loss Time (sec): 4
0
225*** 1
Critical V/C: 0.240
1 122
0
Avg Crit Del (sec/veh): 14.5
0
100 1
Avg Delay (sec/veh): 15.5
1 14***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 34 45*** 16
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 34 45 16 12 11 18 184 225 100 14 122 287
Growth Adj: 1.00 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 45 16 12 11 18 184 225 100 14 122 287
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 39 51 18 14 13 20 209 256 114 16 139 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 39 51 18 14 13 20 209 256 114 16 139 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: 39 51 18 14 13 20 209 256 114 16 139 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.89 0.89 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.43 0.57 1.00 0.52 0.48 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 728 963 1468 879 805 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.05 0.01 0.02 0.02 0.01 0.13 0.15 0.08 0.01 0.08 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.20 0.20 0.10 0.10 0.10 0.36 0.55 0.55 0.10 0.28 0.00
Volume/Cap: 0.27 0.27 0.06 0.16 0.16 0.14 0.35 0.27 0.14 0.10 0.28 0.00
Uniform Del: 23.9 23.9 22.9 28.8 28.8 28.8 16.3 8.4 7.8 28.6 19.5 0.0
IncremntDel: 0.4 0.4 0.1 0.4 0.4 0.4 0.4 0.2 0.1 0.3 0.3 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 24.3 24.3 23.0 29.2 29.2 29.2 16.7 8.6 7.9 28.9 19.8 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: 24.3 24.3 23.0 29.2 29.2 29.2 16.7 8.6 7.9 28.9 19.8 0.0
LOS by Move: C C C C C C B A A C B A
HCM2kAvgQ: 2 2 0 1 1 1 3 3 1 0 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:18:31 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #1: Mariposa and Austin Signal=Protect/Rights=Include
Base Vol: 61 0 125***
Lanes: 1 0 0 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
34***
1
Cycle Time (sec): 100
1
26
0
Loss Time (sec): 9
0
294 1
Critical V/C: 0.270
1 206***
0
Avg Crit Del (sec/veh): 21.0
0
0 0
Avg Delay (sec/veh): 16.9
0 0
LOS: B
Lanes: 0 0 0 0 0
Base Vol: 0 0 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: 0 0 0 7 0 7 7 7 0 0 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 125 0 61 34 294 0 0 206 26
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 125 0 61 34 294 0 0 206 26
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 0 0 0 142 0 69 39 334 0 0 234 30
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 142 0 69 39 334 0 0 234 30
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 142 0 69 39 334 0 0 234 30
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.86 1.00 0.77 0.86 0.91 1.00 1.00 0.91 0.77
Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Final Sat.: 0 0 0 1641 0 1468 1641 1727 0 0 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.05 0.02 0.19 0.00 0.00 0.14 0.02
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.32 0.00 0.32 0.09 0.59 0.00 0.00 0.50 0.50
Volume/Cap: 0.00 0.00 0.00 0.27 0.00 0.15 0.27 0.33 0.00 0.00 0.27 0.04
Uniform Del: 0.0 0.0 0.0 25.3 0.0 24.2 42.7 10.5 0.0 0.0 14.3 12.7
IncremntDel: 0.0 0.0 0.0 0.3 0.0 0.1 1.0 0.2 0.0 0.0 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00
Delay/Veh: 0.0 0.0 0.0 25.5 0.0 24.4 43.7 10.6 0.0 0.0 14.5 12.7
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: 0.0 0.0 0.0 25.5 0.0 24.4 43.7 10.6 0.0 0.0 14.5 12.7
LOS by Move: A A A C A C D B A A B B
HCM2kAvgQ: 0 0 0 3 0 1 1 5 0 0 4 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1
Lane Group: xxxx xxxx xxxx L xxxx R L T xxxx xxxx T R
#LnsInGrps: 0 0 0 1 0 1 1 1 0 0 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:18:31 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #2: Austin Road and Arch Road Signal=Split/Rights=Include
Base Vol: 45 12*** 5
Lanes: 0 0 1! 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
109***
1
Cycle Time (sec): 70
1
20
0
Loss Time (sec): 4
0
52 1
Critical V/C: 0.469
1 36***
0
Avg Crit Del (sec/veh): 15.6
0
83 1
Avg Delay (sec/veh): 18.4
1 1
LOS: B
Lanes: 0 0 1! 0 0
Base Vol: 378 53 2***
Signal=Split/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 378 53 2 5 12 45 109 52 83 1 36 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 378 53 2 5 12 45 109 52 83 1 36 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 430 60 2 6 14 51 124 59 94 1 41 23
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 430 60 2 6 14 51 124 59 94 1 41 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: 430 60 2 6 14 51 124 59 94 1 41 23
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.87 0.82 0.82 0.82 0.86 0.91 0.77 0.86 0.91 0.77
Lanes: 0.87 0.12 0.01 0.08 0.19 0.73 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 1443 202 8 125 300 1126 1641 1727 1468 1641 1727 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.30 0.30 0.30 0.05 0.05 0.05 0.08 0.03 0.06 0.00 0.02 0.02
Crit Moves: **** **** **** ****
Green/Cycle: 0.59 0.59 0.59 0.10 0.10 0.10 0.15 0.13 0.13 0.13 0.10 0.10
Volume/Cap: 0.50 0.50 0.50 0.45 0.45 0.45 0.50 0.27 0.51 0.01 0.24 0.15
Uniform Del: 8.3 8.3 8.3 29.7 29.7 29.7 27.3 27.7 28.6 26.8 29.0 28.8
IncremntDel: 0.4 0.4 0.4 2.1 2.1 2.1 1.6 0.7 2.5 0.0 0.7 0.5
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 8.7 8.7 8.7 31.8 31.8 31.8 29.0 28.4 31.1 26.8 29.7 29.3
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: 8.7 8.7 8.7 31.8 31.8 31.8 29.0 28.4 31.1 26.8 29.7 29.3
LOS by Move: A A A C C C C C C C C C
HCM2kAvgQ: 7 7 7 1 1 1 2 1 2 0 1 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 0 1 1 0 1 0 1
Lane Group: LTR LTR LTR LTR LTR LTR L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 19:18:31 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
PM Ex + App Proj + Proj
Intersection #3: Austin Road and Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 20 51 0
Lanes: 0 1 0 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
21
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.028
0 0
0
Avg Crit Del (sec/veh): 2.8
0
21 1
Avg Delay (sec/veh): 2.8
0 0
LOS: A
Lanes: 0 1 0 0 0
Base Vol: 4 32 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Road Site Driveway
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: 4 32 0 0 51 20 21 0 21 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: 4 32 0 0 51 20 21 0 21 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 5 36 0 0 58 23 24 0 24 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 5 36 0 0 58 23 24 0 24 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx 6.3 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 81 xxxx xxxxx xxxx xxxx xxxxx 115 xxxx 69 xxxx xxxx xxxxx
Potent Cap.: 1468 xxxx xxxxx xxxx xxxx xxxxx 863 xxxx 972 xxxx xxxx xxxxx
Move Cap.: 1468 xxxx xxxxx xxxx xxxx xxxxx 861 xxxx 972 xxxx xxxx xxxxx
Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.02 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx
Control Del: 7.5 xxxx xxxxx xxxxx xxxx xxxxx 9.3 xxxx 8.8 xxxxx xxxx xxxxx
LOS by Move: A * * * * * A * A * * *
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: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 9.1 xxxxxx
ApproachLOS: * * A *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 19:18:31 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
PM Ex + App Proj + Proj
Intersection #4: Austin Road and French Camp Road Signal=Stop/Rights=Include
Base Vol: 40*** 17 16
Lanes: 1 0 0 1 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/22/2012 Rights=Include Lanes: Base Vol:
21***
0
Cycle Time (sec): 100
1
6
0
Loss Time (sec): 0
0
192 1!
Critical V/C: 0.372
1 127
0
Avg Crit Del (sec/veh): 10.0
0
12 0
Avg Delay (sec/veh): 10.0
0 8***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 10*** 6 11
Signal=Stop/Rights=Include
Street Name: Austin Road French Camp Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 22 May 2012 <<
Base Vol: 10 6 11 16 17 40 21 192 12 8 127 6
Growth Adj: 1.00 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 6 11 16 17 40 21 192 12 8 127 6
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 11 7 13 18 19 45 24 218 14 9 144 7
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 11 7 13 18 19 45 24 218 14 9 144 7
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 11 7 13 18 19 45 24 218 14 9 144 7
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.63 0.37 1.00 0.48 0.52 1.00 0.09 0.86 0.05 0.06 0.94 1.00
Final Sat.: 344 207 651 275 292 666 64 586 37 40 634 780
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.02 0.07 0.07 0.07 0.37 0.37 0.37 0.23 0.23 0.01
Crit Moves: **** **** **** ****
Delay/Veh: 9.0 9.0 7.9 9.1 9.1 8.1 11.1 11.1 11.1 9.4 9.4 7.2
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 9.0 9.0 7.9 9.1 9.1 8.1 11.1 11.1 11.1 9.4 9.4 7.2
LOS by Move: A A A A A A B B B A A A
ApproachDel: 8.6 8.5 11.1 9.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 8.6 8.5 11.1 9.3
LOS by Appr: A A B A
AllWayAvgQ: 0.0 0.0 0.0 0.1 0.1 0.1 0.6 0.6 0.6 0.3 0.3 0.0
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:03:39 2012 Page 23-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Stop/Rights=Include
Base Vol: 108 3 11
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 100
0
59
0
Loss Time (sec): 0
1
307 0
Critical V/C: 0.138
0 94
1
Avg Crit Del (sec/veh): 3.2
0
35 0
Avg Delay (sec/veh): 3.2
1 1
LOS: C
Lanes: 0 1 0 0 1
Base Vol: 6 5 1
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 6 5 1 11 3 108 105 307 35 1 94 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 11 3 108 105 307 35 1 94 59
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 13 3 123 119 349 40 1 107 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 7 6 1 13 3 123 119 349 40 1 107 67
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 813 784 369 753 770 140 174 xxxx xxxxx 389 xxxx xxxxx
Potent Cap.: 288 316 659 316 322 887 1356 xxxx xxxxx 1128 xxxx xxxxx
Move Cap.: 229 288 659 290 293 887 1356 xxxx xxxxx 1128 xxxx xxxxx
Volume/Cap: 0.03 0.02 0.00 0.04 0.01 0.14 0.09 xxxx xxxx 0.00 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.0 xxxx xxxx 0.5 0.3 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 10.5 xxxxx xxxx 9.7 7.9 xxxx xxxxx 8.2 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 253 xxxx xxxxx 290 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.2 xxxx xxxxx 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 20.0 xxxx xxxxx 18.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: C * * C * * * * * * * *
ApproachDel: 19.2 10.7 xxxxxx xxxxxx
ApproachLOS: C B * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:03:39 2012 Page 23-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Stop/Rights=Include
Base Vol: 48 7 75
Lanes: 1 0 0 1 0
Signal=Uncontrol
Signal=Uncontrol
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 0
0
22
0
Loss Time (sec): 0
1
356 0
Critical V/C: 0.660
0 191
1
Avg Crit Del (sec/veh): 10.4
0
80 0
Avg Delay (sec/veh): 10.4
1 5
LOS: F
Lanes: 0 1 0 0 1
Base Vol: 31 1 20
Signal=Stop/Rights=Include
Street Name: Route 99 French Camp Rd
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: 31 1 20 75 7 48 214 356 80 5 191 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: 31 1 20 75 7 48 214 356 80 5 191 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 405 91 6 217 25
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 35 1 23 85 8 55 243 405 91 6 217 25
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 7.2 6.6 6.3 7.2 6.6 6.3 4.2 xxxx xxxxx 4.2 xxxx xxxxx
FollowUpTim: 3.6 4.1 3.4 3.6 4.1 3.4 2.3 xxxx xxxxx 2.3 xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 1209 1190 450 1189 1223 230 242 xxxx xxxxx 495 xxxx xxxxx
Potent Cap.: 154 181 593 159 173 790 1279 xxxx xxxxx 1028 xxxx xxxxx
Move Cap.: 117 146 593 129 139 790 1279 xxxx xxxxx 1028 xxxx xxxxx
Volume/Cap: 0.30 0.01 0.04 0.66 0.06 0.07 0.19 xxxx xxxx 0.01 xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx 0.1 xxxx xxxx 0.2 0.7 xxxx xxxxx 0.0 xxxx xxxxx
Control Del:xxxxx xxxx 11.3 xxxxx xxxx 9.9 8.5 xxxx xxxxx 8.5 xxxx xxxxx
LOS by Move: * * B * * A A * * A * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: 117 xxxx xxxxx 130 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 1.2 xxxx xxxxx 4.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 48.8 xxxx xxxxx 83.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: E * * F * * * * * * * *
ApproachDel: 34.4 56.1 xxxxxx xxxxxx
ApproachLOS: D F * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 10%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:03:39 2012 Page 23-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Ignore
Base Vol: 201 0 241***
Lanes: 1 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
403
2
Cycle Time (sec): 50
1
632
0
Loss Time (sec): 4
0
373*** 2
Critical V/C: 0.392
2 381
0
Avg Crit Del (sec/veh): 13.5
0
243 1
Avg Delay (sec/veh): 13.3
2 408***
LOS: B
Lanes: 2 0 0 0 1
Base Vol: 162 0*** 316
Signal=Protect/Rights=Ignore
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 162 0 316 241 0 201 403 373 243 408 381 632
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 162 0 316 241 0 201 403 373 243 408 381 632
User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
PHF Adj: 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00 0.88 0.88 0.00
PHF Volume: 184 0 0 274 0 0 458 424 0 464 433 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 184 0 0 274 0 0 458 424 0 464 433 0
PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
FinalVolume: 184 0 0 274 0 0 458 424 0 464 433 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00
Final Sat.: 3183 0 1900 3183 0 1900 3183 3281 1900 3183 3281 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.06 0.00 0.00 0.09 0.00 0.00 0.14 0.13 0.00 0.15 0.13 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.22 0.00 0.00 0.22 0.00 0.00 0.36 0.33 0.00 0.37 0.35 0.00
Volume/Cap: 0.26 0.00 0.00 0.39 0.00 0.00 0.41 0.39 0.00 0.39 0.38 0.00
Uniform Del: 16.2 0.0 0.0 16.7 0.0 0.0 12.1 12.9 0.0 11.6 12.3 0.0
IncremntDel: 0.2 0.0 0.0 0.4 0.0 0.0 0.2 0.2 0.0 0.2 0.2 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 16.4 0.0 0.0 17.0 0.0 0.0 12.4 13.2 0.0 11.8 12.6 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 16.4 0.0 0.0 17.0 0.0 0.0 12.4 13.2 0.0 11.8 12.6 0.0
LOS by Move: B A A B A A B B A B B A
HCM2kAvgQ: 1 0 0 2 0 0 3 3 0 3 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 2 0 1 2 0 2 0 1
Lane Group: L xxxx R L xxxx R L T R L T R
#LnsInGrps: 2 0 1 2 0 1 2 2 1 2 2 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:58:18 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #8: Route 99 and Mariposa Rd NB Off-Ramp only Signal=Split/Rights=Ignore
Base Vol: 96 10*** 2
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 70
0
0
0
Loss Time (sec): 4
0
533*** 1
Critical V/C: 0.614
1 161
0
Avg Crit Del (sec/veh): 21.8
0
81 1
Avg Delay (sec/veh): 18.7
1 112***
LOS: B
Lanes: 1 0 0 0 1
Base Vol: 75 0 184***
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 0 7 7 0 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 75 0 184 2 10 96 0 533 81 112 161 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: 75 0 184 2 10 96 0 533 81 112 161 0
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 85 0 209 2 11 0 0 606 92 127 183 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 85 0 209 2 11 0 0 606 92 127 183 0
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: 85 0 209 2 11 0 0 606 92 127 183 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 0.77 0.90 0.90 1.00 1.00 0.91 0.77 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.17 0.83 1.00 0.00 1.00 1.00 1.00 1.00 0.00
Final Sat.: 1641 0 1468 286 1428 1900 0 1727 1468 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.14 0.01 0.01 0.00 0.00 0.35 0.06 0.08 0.11 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.00 0.21 0.10 0.10 0.00 0.00 0.52 0.52 0.11 0.63 0.00
Volume/Cap: 0.25 0.00 0.68 0.08 0.08 0.00 0.00 0.68 0.12 0.68 0.17 0.00
Uniform Del: 23.0 0.0 25.4 28.6 28.6 0.0 0.0 12.5 8.7 29.7 5.3 0.0
IncremntDel: 0.4 0.0 5.9 0.2 0.2 0.0 0.0 2.1 0.1 9.5 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 23.4 0.0 31.4 28.8 28.8 0.0 0.0 14.6 8.7 39.2 5.4 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 23.4 0.0 31.4 28.8 28.8 0.0 0.0 14.6 8.7 39.2 5.4 0.0
LOS by Move: C A C C C A A B A D A A
HCM2kAvgQ: 2 0 6 0 0 0 0 11 1 3 2 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0
Lane Group: L xxxx R LT LT R xxxx T R L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 1 1 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:58:18 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #9: Route 99 and Mairposa Rd SB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 0 0 0
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 45
0
0
0
Loss Time (sec): 4
0
434*** 1
Critical V/C: 0.392
1 201
0
Avg Crit Del (sec/veh): 7.7
0
0 0
Avg Delay (sec/veh): 6.0
1 34***
LOS: A
Lanes: 1 0 0 0 1
Base Vol: 70*** 0 182
Signal=Split/Rights=Ignore
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 70 0 182 0 0 0 0 434 0 34 201 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 0 182 0 0 0 0 434 0 34 201 0
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: 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 80 0 0 0 0 0 0 493 0 39 228 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 80 0 0 0 0 0 0 493 0 39 228 0
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: 80 0 0 0 0 0 0 493 0 39 228 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.86 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.86 0.91 1.00
Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Final Sat.: 1641 0 1900 0 0 0 0 1727 0 1641 1727 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.29 0.00 0.02 0.13 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.16 0.76 0.00
Volume/Cap: 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.48 0.00 0.15 0.18 0.00
Uniform Del: 16.9 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 16.4 1.5 0.0
IncremntDel: 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.1 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 16.7 1.6 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 17.6 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 16.7 1.6 0.0
LOS by Move: B A A A A A A A A B A A
HCM2kAvgQ: 1 0 0 0 0 0 0 4 0 0 1 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0
Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx L T xxxx
#LnsInGrps: 1 0 1 0 0 0 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Aug 27 17:58:18 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Ex + App Proj + Proj
Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Split/Rights=Include
Base Vol: 3 5*** 28
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
157
1
Cycle Time (sec): 70
1
194
0
Loss Time (sec): 4
0
358*** 1
Critical V/C: 0.391
1 162
0
Avg Crit Del (sec/veh): 16.0
0
111 1
Avg Delay (sec/veh): 16.2
1 23***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 65*** 76 19
Signal=Split/Rights=Include
Street Name: Route 99 Meriposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 65 76 19 28 5 3 157 358 111 23 162 194
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 65 76 19 28 5 3 157 358 111 23 162 194
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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.00
PHF Volume: 74 86 22 32 6 3 178 407 126 26 184 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 74 86 22 32 6 3 178 407 126 26 184 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: 74 86 22 32 6 3 178 407 126 26 184 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.77 0.87 0.87 0.77 0.86 0.91 0.77 0.86 0.91 1.00
Lanes: 0.46 0.54 1.00 0.85 0.15 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Final Sat.: 778 910 1468 1405 251 1468 1641 1727 1468 1641 1727 1900
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.09 0.09 0.01 0.02 0.02 0.00 0.11 0.24 0.09 0.02 0.11 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.21 0.21 0.21 0.10 0.10 0.10 0.32 0.53 0.53 0.10 0.31 0.00
Volume/Cap: 0.44 0.44 0.07 0.23 0.23 0.02 0.34 0.44 0.16 0.16 0.34 0.00
Uniform Del: 23.9 23.9 22.0 29.0 29.0 28.4 18.3 10.1 8.5 28.8 18.6 0.0
IncremntDel: 0.9 0.9 0.1 0.7 0.7 0.1 0.4 0.3 0.1 0.5 0.4 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00
Delay/Veh: 24.8 24.8 22.1 29.7 29.7 28.5 18.7 10.5 8.6 29.3 18.9 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 24.8 22.1 29.7 29.7 28.5 18.7 10.5 8.6 29.3 18.9 0.0
LOS by Move: C C C C C C B B A C B A
HCM2kAvgQ: 3 3 0 1 1 0 3 5 1 1 3 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1
Lane Group: LT LT R LT LT R L T R L T R
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
French Camp and Route 99 NB & SB Ramps
with Traffic Signal
Existing Scenario,
Existing Plus Approved Project Scenario,
Existing Plus Project Scenario &
Existing Plus Approved Plus Project Scenario
AM/PM
COMPARE Fri Aug 10 15:38:34 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Exiisting
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 148 0 8***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
43***
1
Cycle Time (sec): 70
0
102
0
Loss Time (sec): 4
1
109 0
Critical V/C: 0.248
0 161***
1
Avg Crit Del (sec/veh): 10.9
0
12 0
Avg Delay (sec/veh): 8.6
1 0
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 14 8*** 3
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 14 8 3 8 0 148 43 109 12 0 161 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 8 0 148 43 109 12 0 161 102
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 9 0 0 49 124 14 0 183 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 16 9 3 9 0 0 49 124 14 0 183 116
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: 16 9 3 9 0 0 49 124 14 0 183 116
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.82 0.95 0.95 0.86 0.90 0.90 1.00 0.86 0.86
Lanes: 0.64 0.36 1.00 1.00 0.00 1.00 1.00 0.90 0.10 1.00 0.61 0.39
Final Sat.: 1065 609 1468 1562 0 1805 1641 1532 169 1900 996 631
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.01 0.00 0.00 0.03 0.08 0.08 0.00 0.18 0.18
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.10 0.10 0.10 0.00 0.00 0.10 0.74 0.74 0.00 0.64 0.64
Volume/Cap: 0.07 0.15 0.02 0.06 0.00 0.00 0.29 0.11 0.11 0.00 0.29 0.29
Uniform Del: 22.7 28.8 28.4 28.5 0.0 0.0 29.0 2.5 2.5 0.0 5.6 5.6
IncremntDel: 0.1 0.4 0.1 0.2 0.0 0.0 0.9 0.0 0.0 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 22.8 29.2 28.5 28.7 0.0 0.0 29.9 2.6 2.6 0.0 5.7 5.7
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: 22.8 29.2 28.5 28.7 0.0 0.0 29.9 2.6 2.6 0.0 5.7 5.7
LOS by Move: C C C C A A C A A A A A
HCM2kAvgQ: 0 1 0 0 0 0 1 1 1 0 3 3
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 15:38:34 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Existing
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 108 3 8***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 70
0
59
0
Loss Time (sec): 4
1
303*** 0
Critical V/C: 0.254
0 74
1
Avg Crit Del (sec/veh): 7.4
0
35 0
Avg Delay (sec/veh): 10.6
1 1***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 6 5*** 1
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 6 5 1 8 3 108 105 303 35 1 74 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 8 3 108 105 303 35 1 74 59
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 9 3 0 119 344 40 1 84 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 6 1 9 3 0 119 344 40 1 84 67
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: 7 6 1 9 3 0 119 344 40 1 84 67
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.83 0.83 0.95 0.86 0.89 0.89 0.86 0.85 0.85
Lanes: 0.55 0.45 1.00 1.00 1.00 0.00 1.00 0.90 0.10 1.00 0.56 0.44
Final Sat.: 917 764 1468 1583 1583 0 1641 1523 176 1641 897 715
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.01 0.00 0.00 0.07 0.23 0.23 0.00 0.09 0.09
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.10 0.10 0.10 0.10 0.00 0.37 0.64 0.64 0.10 0.37 0.37
Volume/Cap: 0.07 0.07 0.01 0.06 0.02 0.00 0.20 0.35 0.35 0.01 0.25 0.25
Uniform Del: 28.6 28.6 28.4 28.5 28.4 0.0 14.9 5.8 5.8 28.4 15.3 15.3
IncremntDel: 0.2 0.2 0.0 0.1 0.0 0.0 0.2 0.2 0.2 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 28.8 28.8 28.4 28.6 28.4 0.0 15.1 6.0 6.0 28.4 15.5 15.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 28.8 28.8 28.4 28.6 28.4 0.0 15.1 6.0 6.0 28.4 15.5 15.5
LOS by Move: C C C C C A B A A C B B
HCM2kAvgQ: 0 0 0 0 0 0 2 4 4 0 2 2
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 15:38:34 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Ex + App Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 148 0 8***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
43***
1
Cycle Time (sec): 70
0
102
0
Loss Time (sec): 4
1
115 0
Critical V/C: 0.251
0 165***
1
Avg Crit Del (sec/veh): 10.8
0
12 0
Avg Delay (sec/veh): 8.5
1 0
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 14 8*** 3
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 14 8 3 8 0 148 43 115 12 0 165 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 8 0 148 43 115 12 0 165 102
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 9 0 0 49 131 14 0 188 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 16 9 3 9 0 0 49 131 14 0 188 116
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: 16 9 3 9 0 0 49 131 14 0 188 116
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.82 0.95 0.95 0.86 0.90 0.90 1.00 0.86 0.86
Lanes: 0.64 0.36 1.00 1.00 0.00 1.00 1.00 0.91 0.09 1.00 0.62 0.38
Final Sat.: 1065 609 1468 1562 0 1805 1641 1542 161 1900 1006 622
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.01 0.00 0.00 0.03 0.08 0.08 0.00 0.19 0.19
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.10 0.10 0.10 0.00 0.00 0.10 0.74 0.74 0.00 0.64 0.64
Volume/Cap: 0.07 0.15 0.02 0.06 0.00 0.00 0.29 0.11 0.11 0.00 0.29 0.29
Uniform Del: 22.7 28.8 28.4 28.5 0.0 0.0 29.1 2.5 2.5 0.0 5.6 5.6
IncremntDel: 0.1 0.4 0.1 0.2 0.0 0.0 1.0 0.0 0.0 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 22.8 29.2 28.5 28.7 0.0 0.0 30.0 2.6 2.6 0.0 5.7 5.7
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: 22.8 29.2 28.5 28.7 0.0 0.0 30.0 2.6 2.6 0.0 5.7 5.7
LOS by Move: C C C C A A C A A A A A
HCM2kAvgQ: 0 1 0 0 0 0 1 1 1 0 3 3
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 15:38:34 2012 Page 14-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Ex + App Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 108 3 8***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 70
0
59
0
Loss Time (sec): 4
1
307*** 0
Critical V/C: 0.257
0 82
1
Avg Crit Del (sec/veh): 7.4
0
35 0
Avg Delay (sec/veh): 10.6
1 1***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 6 5*** 1
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 6 5 1 8 3 108 105 307 35 1 82 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 8 3 108 105 307 35 1 82 59
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 9 3 0 119 349 40 1 93 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 6 1 9 3 0 119 349 40 1 93 67
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: 7 6 1 9 3 0 119 349 40 1 93 67
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.83 0.83 0.95 0.86 0.90 0.90 0.86 0.85 0.85
Lanes: 0.55 0.45 1.00 1.00 1.00 0.00 1.00 0.90 0.10 1.00 0.58 0.42
Final Sat.: 917 764 1468 1583 1583 0 1641 1527 174 1641 941 677
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.01 0.00 0.00 0.07 0.23 0.23 0.00 0.10 0.10
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.10 0.10 0.10 0.10 0.00 0.37 0.64 0.64 0.10 0.37 0.37
Volume/Cap: 0.07 0.07 0.01 0.06 0.02 0.00 0.20 0.36 0.36 0.01 0.27 0.27
Uniform Del: 28.6 28.6 28.4 28.5 28.4 0.0 14.9 5.8 5.8 28.4 15.3 15.3
IncremntDel: 0.2 0.2 0.0 0.1 0.0 0.0 0.2 0.2 0.2 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 28.8 28.8 28.4 28.6 28.4 0.0 15.1 6.0 6.0 28.4 15.6 15.6
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 28.8 28.8 28.4 28.6 28.4 0.0 15.1 6.0 6.0 28.4 15.6 15.6
LOS by Move: C C C C C A B A A C B B
HCM2kAvgQ: 0 0 0 0 0 0 2 4 4 0 3 3
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:19:10 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 148 0 31***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
43***
1
Cycle Time (sec): 70
0
102
0
Loss Time (sec): 4
1
135 0
Critical V/C: 0.307
0 220***
1
Avg Crit Del (sec/veh): 11.4
0
12 0
Avg Delay (sec/veh): 9.1
1 0
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 14 8*** 3
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 14 8 3 31 0 148 43 135 12 0 220 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 31 0 148 43 135 12 0 220 102
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 35 0 0 49 153 14 0 250 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 16 9 3 35 0 0 49 153 14 0 250 116
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: 16 9 3 35 0 0 49 153 14 0 250 116
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.82 0.95 0.95 0.86 0.90 0.90 1.00 0.87 0.87
Lanes: 0.64 0.36 1.00 1.00 0.00 1.00 1.00 0.92 0.08 1.00 0.68 0.32
Final Sat.: 1065 609 1468 1562 0 1805 1641 1567 139 1900 1123 521
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.02 0.00 0.00 0.03 0.10 0.10 0.00 0.22 0.22
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.10 0.10 0.10 0.00 0.00 0.10 0.74 0.74 0.00 0.64 0.64
Volume/Cap: 0.07 0.15 0.02 0.23 0.00 0.00 0.30 0.13 0.13 0.00 0.35 0.35
Uniform Del: 22.7 28.8 28.4 29.0 0.0 0.0 29.2 2.6 2.6 0.0 5.7 5.7
IncremntDel: 0.1 0.4 0.1 0.7 0.0 0.0 1.0 0.0 0.0 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 22.8 29.2 28.5 29.7 0.0 0.0 30.2 2.6 2.6 0.0 5.9 5.9
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: 22.8 29.2 28.5 29.7 0.0 0.0 30.2 2.6 2.6 0.0 5.9 5.9
LOS by Move: C C C C A A C A A A A A
HCM2kAvgQ: 0 1 0 1 0 0 1 1 1 0 4 4
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:19:10 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 108 3 11***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 70
0
59
0
Loss Time (sec): 4
1
307*** 0
Critical V/C: 0.259
0 94
1
Avg Crit Del (sec/veh): 7.6
0
35 0
Avg Delay (sec/veh): 10.8
1 1***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 6 5*** 1
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 6 5 1 11 3 108 105 307 35 1 94 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 11 3 108 105 307 35 1 94 59
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 13 3 0 119 349 40 1 107 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 6 1 13 3 0 119 349 40 1 107 67
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: 7 6 1 13 3 0 119 349 40 1 107 67
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.83 0.83 0.95 0.86 0.90 0.90 0.86 0.86 0.86
Lanes: 0.55 0.45 1.00 1.00 1.00 0.00 1.00 0.90 0.10 1.00 0.61 0.39
Final Sat.: 917 764 1468 1578 1578 0 1641 1527 174 1641 1000 627
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.01 0.00 0.00 0.07 0.23 0.23 0.00 0.11 0.11
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.10 0.10 0.10 0.10 0.00 0.36 0.64 0.64 0.10 0.38 0.38
Volume/Cap: 0.07 0.07 0.01 0.08 0.02 0.00 0.20 0.36 0.36 0.01 0.28 0.28
Uniform Del: 28.6 28.6 28.4 28.6 28.4 0.0 15.5 5.8 5.8 28.4 14.9 14.9
IncremntDel: 0.2 0.2 0.0 0.2 0.0 0.0 0.2 0.2 0.2 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 28.8 28.8 28.4 28.7 28.4 0.0 15.7 6.0 6.0 28.4 15.1 15.1
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: 28.8 28.8 28.4 28.7 28.4 0.0 15.7 6.0 6.0 28.4 15.1 15.1
LOS by Move: C C C C C A B A A C B B
HCM2kAvgQ: 0 0 0 0 0 0 2 4 4 0 3 3
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:19:10 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Ex + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 148 0 31***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
43***
1
Cycle Time (sec): 70
0
102
0
Loss Time (sec): 4
1
129 0
Critical V/C: 0.304
0 216***
1
Avg Crit Del (sec/veh): 11.5
0
12 0
Avg Delay (sec/veh): 9.2
1 0
LOS: A
Lanes: 0 1 0 0 1
Base Vol: 14 8*** 3
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 14 8 3 31 0 148 43 129 12 0 216 102
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 14 8 3 31 0 148 43 129 12 0 216 102
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 16 9 3 35 0 0 49 147 14 0 245 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 16 9 3 35 0 0 49 147 14 0 245 116
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: 16 9 3 35 0 0 49 147 14 0 245 116
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.82 0.95 0.95 0.86 0.90 0.90 1.00 0.87 0.87
Lanes: 0.64 0.36 1.00 1.00 0.00 1.00 1.00 0.91 0.09 1.00 0.68 0.32
Final Sat.: 1065 609 1468 1562 0 1805 1641 1560 145 1900 1117 527
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.02 0.00 0.00 0.03 0.09 0.09 0.00 0.22 0.22
Crit Moves: **** **** **** ****
Green/Cycle: 0.20 0.10 0.10 0.10 0.00 0.00 0.10 0.74 0.74 0.00 0.64 0.64
Volume/Cap: 0.07 0.15 0.02 0.23 0.00 0.00 0.30 0.13 0.13 0.00 0.34 0.34
Uniform Del: 22.7 28.8 28.4 29.0 0.0 0.0 29.2 2.6 2.6 0.0 5.7 5.7
IncremntDel: 0.1 0.4 0.1 0.7 0.0 0.0 1.0 0.0 0.0 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00
Delay/Veh: 22.8 29.2 28.5 29.7 0.0 0.0 30.2 2.6 2.6 0.0 5.9 5.9
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: 22.8 29.2 28.5 29.7 0.0 0.0 30.2 2.6 2.6 0.0 5.9 5.9
LOS by Move: C C C C A A C A A A A A
HCM2kAvgQ: 0 1 0 1 0 0 1 1 1 0 4 4
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:19:10 2012 Page 14-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Ex + Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Ignore
Base Vol: 108 3 11***
Lanes: 0 0 1 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
105
1
Cycle Time (sec): 70
0
59
0
Loss Time (sec): 4
1
303*** 0
Critical V/C: 0.257
0 86
1
Avg Crit Del (sec/veh): 7.6
0
35 0
Avg Delay (sec/veh): 10.8
1 1***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 6 5*** 1
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 6 5 1 11 3 108 105 303 35 1 86 59
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 6 5 1 11 3 108 105 303 35 1 86 59
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: 0.88 0.88 0.88 0.88 0.88 0.00 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 7 6 1 13 3 0 119 344 40 1 98 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 7 6 1 13 3 0 119 344 40 1 98 67
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: 7 6 1 13 3 0 119 344 40 1 98 67
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.88 0.88 0.77 0.83 0.83 0.95 0.86 0.89 0.89 0.86 0.85 0.85
Lanes: 0.55 0.45 1.00 1.00 1.00 0.00 1.00 0.90 0.10 1.00 0.59 0.41
Final Sat.: 917 764 1468 1578 1578 0 1641 1523 176 1641 962 660
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.01 0.01 0.00 0.01 0.00 0.00 0.07 0.23 0.23 0.00 0.10 0.10
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.10 0.10 0.10 0.10 0.00 0.37 0.64 0.64 0.10 0.37 0.37
Volume/Cap: 0.07 0.07 0.01 0.08 0.02 0.00 0.20 0.35 0.35 0.01 0.27 0.27
Uniform Del: 28.6 28.6 28.4 28.6 28.4 0.0 15.1 5.8 5.8 28.4 15.2 15.2
IncremntDel: 0.2 0.2 0.0 0.2 0.0 0.0 0.2 0.2 0.2 0.0 0.2 0.2
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 28.8 28.8 28.4 28.7 28.4 0.0 15.2 6.0 6.0 28.4 15.5 15.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 28.8 28.8 28.4 28.7 28.4 0.0 15.2 6.0 6.0 28.4 15.5 15.5
LOS by Move: C C C C C A B A A C B B
HCM2kAvgQ: 0 0 0 0 0 0 2 4 4 0 3 3
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0
Lane Group: LT LT R LTR LTR LTR L RT RT L RT RT
#LnsInGrps: 1 1 1 2 2 2 1 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 12:16:33 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Exiisting
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 36 24*** 44
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
57***
1
Cycle Time (sec): 70
0
12
0
Loss Time (sec): 4
1
109 0
Critical V/C: 0.224
1 298***
1
Avg Crit Del (sec/veh): 15.7
0
49 0
Avg Delay (sec/veh): 17.0
1 14
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 24*** 1 14
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 24 1 14 44 24 36 57 109 49 14 298 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 24 1 14 44 24 36 57 109 49 14 298 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 124 56 16 339 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1 16 50 27 41 65 124 56 16 339 14
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 27 1 16 50 27 41 65 124 56 16 339 14
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.88 0.88 0.77 0.86 0.87 0.87 0.86 0.86 0.86
Lanes: 0.96 0.04 1.00 0.65 0.35 1.00 1.00 0.69 0.31 1.00 1.92 0.08
Final Sat.: 1582 66 1468 1083 591 1468 1641 1137 511 1641 3136 126
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.01 0.05 0.05 0.03 0.04 0.11 0.11 0.01 0.11 0.11
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.15 0.15 0.15 0.20 0.20 0.17 0.33 0.33 0.31 0.47 0.47
Volume/Cap: 0.17 0.11 0.07 0.31 0.23 0.14 0.23 0.33 0.33 0.03 0.23 0.23
Uniform Del: 28.8 25.7 25.5 26.5 23.4 23.0 25.0 17.4 17.4 17.0 11.0 11.0
IncremntDel: 0.5 0.2 0.1 0.7 0.4 0.2 0.4 0.3 0.3 0.0 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.3 25.9 25.7 27.2 23.8 23.2 25.4 17.7 17.7 17.0 11.1 11.1
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 29.3 25.9 25.7 27.2 23.8 23.2 25.4 17.7 17.7 17.0 11.1 11.1
LOS by Move: C C C C C C C B B B B B
HCM2kAvgQ: 1 1 0 2 2 1 1 3 3 0 2 2
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 12:16:33 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Existing
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 48 7*** 75
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 70
0
16
0
Loss Time (sec): 4
1
352*** 0
Critical V/C: 0.397
1 177
1
Avg Crit Del (sec/veh): 12.3
0
80 0
Avg Delay (sec/veh): 15.0
1 5***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 31*** 1 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 31 1 20 75 7 48 214 352 80 5 177 16
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1 20 75 7 48 214 352 80 5 177 16
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 400 91 6 201 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 1 23 85 8 55 243 400 91 6 201 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: 35 1 23 85 8 55 243 400 91 6 201 18
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.87 0.87 0.77 0.86 0.88 0.88 0.86 0.85 0.85
Lanes: 0.97 0.03 1.00 0.91 0.09 1.00 1.00 0.81 0.19 1.00 1.83 0.17
Final Sat.: 1596 51 1468 1510 141 1468 1641 1368 311 1641 2973 269
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.02 0.06 0.06 0.04 0.15 0.29 0.29 0.00 0.07 0.07
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.11 0.11 0.11 0.12 0.12 0.43 0.62 0.62 0.10 0.29 0.29
Volume/Cap: 0.22 0.20 0.14 0.51 0.47 0.31 0.34 0.47 0.47 0.03 0.23 0.23
Uniform Del: 29.0 28.3 28.2 29.4 28.7 28.1 13.3 7.0 7.0 28.4 18.9 18.9
IncremntDel: 0.7 0.5 0.4 2.5 1.8 1.0 0.3 0.3 0.3 0.1 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.7 28.9 28.6 31.9 30.5 29.1 13.6 7.4 7.4 28.5 19.0 19.0
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: 29.7 28.9 28.6 31.9 30.5 29.1 13.6 7.4 7.4 28.5 19.0 19.0
LOS by Move: C C C C C C B A A C B B
HCM2kAvgQ: 1 1 1 3 3 1 4 6 6 0 2 2
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 12:16:33 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Ex + App Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 36 24*** 44
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
57***
1
Cycle Time (sec): 70
0
12
0
Loss Time (sec): 4
1
115 0
Critical V/C: 0.225
1 302***
1
Avg Crit Del (sec/veh): 15.7
0
49 0
Avg Delay (sec/veh): 16.9
1 14
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 24*** 1 14
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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 1 14 44 24 36 57 115 49 14 302 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 24 1 14 44 24 36 57 115 49 14 302 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 131 56 16 343 14
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1 16 50 27 41 65 131 56 16 343 14
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 27 1 16 50 27 41 65 131 56 16 343 14
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.88 0.88 0.77 0.86 0.87 0.87 0.86 0.86 0.86
Lanes: 0.96 0.04 1.00 0.65 0.35 1.00 1.00 0.70 0.30 1.00 1.92 0.08
Final Sat.: 1582 66 1468 1083 591 1468 1641 1157 493 1641 3137 125
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.01 0.05 0.05 0.03 0.04 0.11 0.11 0.01 0.11 0.11
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.15 0.15 0.15 0.20 0.20 0.17 0.34 0.34 0.30 0.47 0.47
Volume/Cap: 0.17 0.12 0.07 0.31 0.23 0.14 0.23 0.33 0.33 0.03 0.23 0.23
Uniform Del: 28.8 25.7 25.6 26.5 23.5 23.1 25.1 17.1 17.1 17.2 10.9 10.9
IncremntDel: 0.5 0.2 0.1 0.7 0.4 0.2 0.4 0.3 0.3 0.0 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.3 26.0 25.7 27.2 23.9 23.3 25.5 17.5 17.5 17.2 11.0 11.0
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: 29.3 26.0 25.7 27.2 23.9 23.3 25.5 17.5 17.5 17.2 11.0 11.0
LOS by Move: C C C C C C C B B B B B
HCM2kAvgQ: 1 1 0 2 2 1 1 3 3 0 2 2
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 12:16:33 2012 Page 14-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Ex + App Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 48 7*** 75
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 70
0
16
0
Loss Time (sec): 4
1
356*** 0
Critical V/C: 0.400
1 185
1
Avg Crit Del (sec/veh): 12.3
0
80 0
Avg Delay (sec/veh): 15.0
1 5***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 31*** 1 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 31 1 20 75 7 48 214 356 80 5 185 16
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 1 20 75 7 48 214 356 80 5 185 16
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 405 91 6 210 18
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 1 23 85 8 55 243 405 91 6 210 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: 35 1 23 85 8 55 243 405 91 6 210 18
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.87 0.87 0.77 0.86 0.88 0.88 0.86 0.85 0.85
Lanes: 0.97 0.03 1.00 0.91 0.09 1.00 1.00 0.82 0.18 1.00 1.84 0.16
Final Sat.: 1596 51 1468 1510 141 1468 1641 1372 308 1641 2984 258
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.02 0.06 0.06 0.04 0.15 0.29 0.29 0.00 0.07 0.07
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.11 0.11 0.11 0.12 0.12 0.43 0.62 0.62 0.10 0.29 0.29
Volume/Cap: 0.22 0.20 0.14 0.51 0.47 0.31 0.34 0.47 0.47 0.03 0.24 0.24
Uniform Del: 29.0 28.4 28.2 29.4 28.8 28.2 13.3 7.0 7.0 28.4 18.9 18.9
IncremntDel: 0.7 0.6 0.4 2.5 1.8 1.0 0.3 0.3 0.3 0.1 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.7 28.9 28.6 31.9 30.6 29.2 13.5 7.4 7.4 28.5 19.0 19.0
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: 29.7 28.9 28.6 31.9 30.6 29.2 13.5 7.4 7.4 28.5 19.0 19.0
LOS by Move: C C C C C C B A A C B B
HCM2kAvgQ: 1 1 1 3 3 1 4 6 6 0 2 2
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:14:54 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Ex + App Proj + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 36 24*** 44
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
57***
1
Cycle Time (sec): 70
0
41
0
Loss Time (sec): 4
1
135 0
Critical V/C: 0.247
1 328***
1
Avg Crit Del (sec/veh): 14.6
0
49 0
Avg Delay (sec/veh): 15.9
1 14
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 24*** 1 14
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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 1 14 44 24 36 57 135 49 14 328 41
Growth Adj: 1.00 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 1 14 44 24 36 57 135 49 14 328 41
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 153 56 16 373 47
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1 16 50 27 41 65 153 56 16 373 47
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 27 1 16 50 27 41 65 153 56 16 373 47
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.88 0.88 0.77 0.86 0.87 0.87 0.86 0.85 0.85
Lanes: 0.96 0.04 1.00 0.65 0.35 1.00 1.00 0.73 0.27 1.00 1.78 0.22
Final Sat.: 1582 66 1468 1083 591 1468 1641 1216 442 1641 2867 358
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.01 0.05 0.05 0.03 0.04 0.13 0.13 0.01 0.13 0.13
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.14 0.14 0.14 0.18 0.18 0.15 0.37 0.37 0.29 0.51 0.51
Volume/Cap: 0.17 0.12 0.08 0.33 0.26 0.15 0.26 0.34 0.34 0.03 0.26 0.26
Uniform Del: 28.8 26.3 26.2 27.1 24.6 24.2 26.1 15.9 15.9 17.7 9.7 9.7
IncremntDel: 0.5 0.2 0.2 0.8 0.5 0.3 0.5 0.3 0.3 0.0 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.3 26.6 26.3 28.0 25.1 24.5 26.6 16.3 16.3 17.7 9.8 9.8
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: 29.3 26.6 26.3 28.0 25.1 24.5 26.6 16.3 16.3 17.7 9.8 9.8
LOS by Move: C C C C C C C B B B A A
HCM2kAvgQ: 1 1 0 2 2 1 1 3 3 0 3 3
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:14:54 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Ex + App Proj + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 48 7*** 75
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 70
0
22
0
Loss Time (sec): 4
1
356*** 0
Critical V/C: 0.400
1 191
1
Avg Crit Del (sec/veh): 12.3
0
80 0
Avg Delay (sec/veh): 15.1
1 5***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 31*** 1 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 31 1 20 75 7 48 214 356 80 5 191 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: 31 1 20 75 7 48 214 356 80 5 191 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 405 91 6 217 25
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 1 23 85 8 55 243 405 91 6 217 25
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 35 1 23 85 8 55 243 405 91 6 217 25
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.87 0.87 0.77 0.86 0.88 0.88 0.86 0.85 0.85
Lanes: 0.97 0.03 1.00 0.91 0.09 1.00 1.00 0.82 0.18 1.00 1.79 0.21
Final Sat.: 1596 51 1468 1510 141 1468 1641 1372 308 1641 2898 334
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.02 0.06 0.06 0.04 0.15 0.29 0.29 0.00 0.07 0.07
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.11 0.11 0.11 0.12 0.12 0.43 0.62 0.62 0.10 0.29 0.29
Volume/Cap: 0.22 0.20 0.14 0.51 0.47 0.31 0.34 0.47 0.47 0.03 0.26 0.26
Uniform Del: 29.0 28.4 28.2 29.4 28.8 28.2 13.3 7.0 7.0 28.4 19.0 19.0
IncremntDel: 0.7 0.6 0.4 2.5 1.8 1.0 0.3 0.3 0.3 0.1 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.7 28.9 28.6 31.9 30.6 29.2 13.5 7.4 7.4 28.5 19.1 19.1
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: 29.7 28.9 28.6 31.9 30.6 29.2 13.5 7.4 7.4 28.5 19.1 19.1
LOS by Move: C C C C C C B A A C B B
HCM2kAvgQ: 1 1 1 3 3 1 4 6 6 0 2 2
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:14:54 2012 Page 14-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM Ex + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 36 24*** 44
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
57***
1
Cycle Time (sec): 70
0
41
0
Loss Time (sec): 4
1
129 0
Critical V/C: 0.246
1 324***
1
Avg Crit Del (sec/veh): 14.7
0
49 0
Avg Delay (sec/veh): 16.0
1 14
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 24*** 1 14
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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 1 14 44 24 36 57 129 49 14 324 41
Growth Adj: 1.00 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 1 14 44 24 36 57 129 49 14 324 41
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 27 1 16 50 27 41 65 147 56 16 368 47
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 27 1 16 50 27 41 65 147 56 16 368 47
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 27 1 16 50 27 41 65 147 56 16 368 47
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.88 0.88 0.77 0.86 0.87 0.87 0.86 0.85 0.85
Lanes: 0.96 0.04 1.00 0.65 0.35 1.00 1.00 0.72 0.28 1.00 1.78 0.22
Final Sat.: 1582 66 1468 1083 591 1468 1641 1200 456 1641 2863 362
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.01 0.05 0.05 0.03 0.04 0.12 0.12 0.01 0.13 0.13
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.14 0.14 0.14 0.18 0.18 0.16 0.36 0.36 0.30 0.51 0.51
Volume/Cap: 0.17 0.12 0.08 0.33 0.25 0.15 0.25 0.34 0.34 0.03 0.25 0.25
Uniform Del: 28.8 26.3 26.1 27.1 24.6 24.1 26.0 16.2 16.2 17.4 9.8 9.8
IncremntDel: 0.5 0.2 0.2 0.8 0.4 0.3 0.5 0.3 0.3 0.0 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.3 26.5 26.3 27.9 25.0 24.4 26.5 16.5 16.5 17.5 9.9 9.9
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: 29.3 26.5 26.3 27.9 25.0 24.4 26.5 16.5 16.5 17.5 9.9 9.9
LOS by Move: C C C C C C C B B B A A
HCM2kAvgQ: 1 1 0 2 2 1 1 3 3 0 3 3
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Sat Aug 11 00:14:54 2012 Page 14-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM Ex + Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 48 7*** 75
Lanes: 1 0 0 1 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
214
1
Cycle Time (sec): 70
0
22
0
Loss Time (sec): 4
1
352*** 0
Critical V/C: 0.397
1 183
1
Avg Crit Del (sec/veh): 12.3
0
80 0
Avg Delay (sec/veh): 15.1
1 5***
LOS: B
Lanes: 0 1 0 0 1
Base Vol: 31*** 1 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 31 1 20 75 7 48 214 352 80 5 183 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: 31 1 20 75 7 48 214 352 80 5 183 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: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
PHF Volume: 35 1 23 85 8 55 243 400 91 6 208 25
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 35 1 23 85 8 55 243 400 91 6 208 25
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 35 1 23 85 8 55 243 400 91 6 208 25
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.77 0.87 0.87 0.77 0.86 0.88 0.88 0.86 0.85 0.85
Lanes: 0.97 0.03 1.00 0.91 0.09 1.00 1.00 0.81 0.19 1.00 1.79 0.21
Final Sat.: 1596 51 1468 1510 141 1468 1641 1368 311 1641 2882 347
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.02 0.02 0.02 0.06 0.06 0.04 0.15 0.29 0.29 0.00 0.07 0.07
Crit Moves: **** **** **** ****
Green/Cycle: 0.10 0.11 0.11 0.11 0.12 0.12 0.43 0.62 0.62 0.10 0.29 0.29
Volume/Cap: 0.22 0.20 0.14 0.51 0.47 0.31 0.34 0.47 0.47 0.03 0.25 0.25
Uniform Del: 29.0 28.3 28.2 29.4 28.7 28.1 13.3 7.0 7.0 28.4 19.0 19.0
IncremntDel: 0.7 0.5 0.4 2.5 1.8 1.0 0.3 0.3 0.3 0.1 0.1 0.1
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.7 28.9 28.6 31.9 30.5 29.1 13.6 7.4 7.4 28.5 19.1 19.1
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: 29.7 28.9 28.6 31.9 30.5 29.1 13.6 7.4 7.4 28.5 19.1 19.1
LOS by Move: C C C C C C B A A C B B
HCM2kAvgQ: 1 1 1 3 3 1 4 6 6 0 2 2
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 0 1 0 1 0 1 1 0
Lane Group: LT LT R LT LT R L RT RT L RT RT
#LnsInGrps: 1 1 1 1 1 1 1 1 1 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Cumulative 2035
With Project Scenario
AM/PM
COMPARE Thu Aug 09 17:11:43 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Cum 2035 With Proj
Intersection #1: Mariposa and Austin Signal=Permit/Rights=Include
Base Vol: 83 1498*** 40
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
24
1
Cycle Time (sec): 100
0
68
0
Loss Time (sec): 12
1
206*** 1
Critical V/C: 0.983
1 360
1
Avg Crit Del (sec/veh): 52.0
0
19 0
Avg Delay (sec/veh): 38.9
2 765***
LOS: D
Lanes: 1 0 2 0 2
Base Vol: 12 750 357
Signal=Permit/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 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 12 750 357 40 1498 83 24 206 19 765 360 68
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 12 750 357 40 1498 83 24 206 19 765 360 68
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 13 815 388 43 1628 90 26 224 21 832 391 74
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 13 815 388 43 1628 90 26 224 21 832 391 74
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 13 815 388 43 1628 90 26 224 21 832 391 74
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.07 0.86 0.68 0.25 0.86 0.86 0.86 0.85 0.85 0.84 0.84 0.84
Lanes: 1.00 2.00 2.00 1.00 1.90 0.10 1.00 1.83 0.17 2.00 1.68 0.32
Final Sat.: 128 3281 2584 471 3084 171 1641 2965 274 3183 2694 509
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.10 0.25 0.15 0.09 0.53 0.53 0.02 0.08 0.08 0.26 0.15 0.15
Crit Moves: **** **** ****
Green/Cycle: 0.54 0.54 0.80 0.54 0.54 0.54 0.11 0.08 0.08 0.27 0.23 0.23
Volume/Cap: 0.18 0.46 0.19 0.17 0.98 0.98 0.14 0.98 0.98 0.98 0.63 0.63
Uniform Del: 11.9 14.2 2.3 11.8 22.7 22.7 40.1 46.1 46.1 36.5 34.6 34.6
IncremntDel: 1.2 0.2 0.0 0.3 17.5 17.5 0.4 52.0 52.0 26.6 1.7 1.7
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 13.1 14.4 2.3 12.1 40.1 40.1 40.5 98.1 98.1 63.0 36.3 36.3
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: 13.1 14.4 2.3 12.1 40.1 40.1 40.5 98.1 98.1 63.0 36.3 36.3
LOS by Move: B B A B D D D F F E D D
HCM2kAvgQ: 0 8 2 1 32 32 1 7 7 19 8 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 2 0 2 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0
Lane Group: L T R L RT RT L RT RT L RT RT
#LnsInGrps: 1 2 2 1 2 2 1 2 2 2 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 17:11:43 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Cum 2035 With Proj
Intersection #2: Austin Road and Arch Road Signal=Permit/Rights=Overlap
Base Vol: 1545*** 738 20
Lanes: 2 0 2 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 2/10/2009 Rights=Include Lanes: Base Vol:
731***
2
Cycle Time (sec): 100
1
20
0
Loss Time (sec): 8
0
20 0
Critical V/C: 0.735
0 20***
1
Avg Crit Del (sec/veh): 14.7
1
209 0
Avg Delay (sec/veh): 15.9
0 20
LOS: B
Lanes: 1 0 1 1 0
Base Vol: 118 389 20
Signal=Permit/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 10 Feb 2009 << 7:00AM - 9:00AM
Base Vol: 118 389 20 20 738 1545 731 20 209 20 20 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 118 389 20 20 738 1545 731 20 209 20 20 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 128 423 22 22 802 1679 795 22 227 22 22 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 128 423 22 22 802 1679 795 22 227 22 22 22
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 128 423 22 22 802 1679 795 22 227 22 22 22
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.31 0.86 0.86 0.45 0.86 0.68 0.84 0.78 0.78 0.89 0.89 0.77
Lanes: 1.00 1.90 0.10 1.00 2.00 2.00 2.00 0.09 0.91 0.50 0.50 1.00
Final Sat.: 580 3099 159 848 3281 2584 3183 130 1360 843 843 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.22 0.14 0.14 0.03 0.24 0.65 0.25 0.17 0.17 0.03 0.03 0.01
Crit Moves: **** **** ****
Green/Cycle: 0.52 0.52 0.52 0.52 0.52 0.85 0.33 0.28 0.28 0.12 0.07 0.07
Volume/Cap: 0.42 0.26 0.26 0.05 0.47 0.76 0.76 0.60 0.60 0.22 0.37 0.21
Uniform Del: 14.6 13.1 13.1 11.6 15.0 3.2 30.2 31.2 31.2 40.0 44.4 43.9
IncremntDel: 0.9 0.1 0.1 0.0 0.2 1.7 3.4 2.4 2.4 0.6 1.9 1.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 15.5 13.2 13.2 11.7 15.2 4.9 33.7 33.6 33.6 40.6 46.3 44.9
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: 15.5 13.2 13.2 11.7 15.2 4.9 33.7 33.6 33.6 40.6 46.3 44.9
LOS by Move: B B B B B A C C C D D D
HCM2kAvgQ: 3 4 4 0 7 12 11 6 6 1 2 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 1 1 0 1 0 2 0 2 2 0 0 1 0 0 1 0 0 1
Lane Group: L RT RT L T R L RT RT LT LT R
#LnsInGrps: 1 2 2 1 2 2 2 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 17:11:43 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
AM Cum 2035 With Proj
Intersection #3: Austin and Proj Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 19 380 0
Lanes: 0 1 1 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
17
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.045
0 0
0
Avg Crit Del (sec/veh): 1.0
0
25 1
Avg Delay (sec/veh): 1.0
0 0
LOS: B
Lanes: 0 1 1 0 0
Base Vol: 25 210 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Rd Proj Site Driveway
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: 25 210 0 0 380 19 17 0 25 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 25 210 0 0 380 19 17 0 25 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 27 228 0 0 413 21 18 0 27 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 27 228 0 0 413 21 18 0 27 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.3 xxxx xxxxx xxxxx xxxx xxxxx 7.0 xxxx 7.1 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 434 xxxx xxxxx xxxx xxxx xxxxx 592 xxxx 217 xxxx xxxx xxxxx
Potent Cap.: 1068 xxxx xxxxx xxxx xxxx xxxxx 419 xxxx 763 xxxx xxxx xxxxx
Move Cap.: 1068 xxxx xxxxx xxxx xxxx xxxxx 411 xxxx 763 xxxx xxxx xxxxx
Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.04 xxxx 0.04 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx
Control Del: 8.5 xxxx xxxxx xxxxx xxxx xxxxx 14.2 xxxx 9.9 xxxxx xxxx xxxxx
LOS by Move: A * * * * * B * A * * *
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: 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 11.6 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 0%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Aug 09 17:11:43 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
AM Cum 2035 With Proj
Intersection #4: Austin and French Camp Signal=Stop/Rights=Include
Base Vol: 10 20 9***
Lanes: 0 0 1! 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
16
0
Cycle Time (sec): 100
0
14***
0
Loss Time (sec): 0
0
414 1!
Critical V/C: 0.840
1! 517
0
Avg Crit Del (sec/veh): 22.6
0
20*** 0
Avg Delay (sec/veh): 22.6
0 20
LOS: C
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Stop/Rights=Include
Street Name: Austin Rd French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 9 20 10 16 414 20 20 517 14
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 20 20 20 9 20 10 16 414 20 20 517 14
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 10 22 11 17 450 22 22 562 15
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 10 22 11 17 450 22 22 562 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: 22 22 22 10 22 11 17 450 22 22 562 15
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.34 0.33 0.33 0.23 0.51 0.26 0.04 0.92 0.04 0.04 0.94 0.02
Final Sat.: 169 169 169 114 254 127 25 638 31 26 669 18
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.13 0.13 0.09 0.09 0.09 0.71 0.71 0.71 0.84 0.84 0.84
Crit Moves: **** **** **** ****
Delay/Veh: 10.3 10.3 10.3 10.1 10.1 10.1 19.0 19.0 19.0 27.9 27.9 27.9
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 10.3 10.3 10.3 10.1 10.1 10.1 19.0 19.0 19.0 27.9 27.9 27.9
LOS by Move: B B B B B B C C C D D D
ApproachDel: 10.3 10.1 19.0 27.9
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 10.3 10.1 19.0 27.9
LOS by Appr: B B C D
AllWayAvgQ: 0.1 0.1 0.1 0.1 0.1 0.1 2.1 2.1 2.1 3.9 3.9 3.9
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
GroupType: 1 1 1 1
P[C1]: 0.05 0.05 0.14 0.25
P[C2]: 0.00 0.01 0.68 0.57
P[C3]: 0.34 0.33 0.03 0.05
P[C4]: 0.56 0.55 0.15 0.13
P[C5]: 0.04 0.07 0.01 0.01
Padj[C1]: 0.026 0.026 0.012 0.011
Padj[C2]: 0.016 0.016 -0.003 -0.002
Padj[C3]: -0.004 -0.003 0.001 -0.000
Padj[C4]: -0.033 -0.033 -0.009 -0.007
Padj[C5]: -0.004 -0.007 -0.001 -0.001
-----------|----------------|----------------|----------------|----------------|
COMPARE Mon Jul 30 12:23:52 2012 Page 20-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 With Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Include
Base Vol: 1092*** 20 20
Lanes: 1 0 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
10
1
Cycle Time (sec): 105
2
444
0
Loss Time (sec): 4
0
1663*** 1
Critical V/C: 1.476
2 552
1
Avg Crit Del (sec/veh): 321.4
0
20 0
Avg Delay (sec/veh): 243.7
1 10***
LOS: F
Lanes: 0 0 1! 0 0
Base Vol: 31*** 38 2
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 31 38 2 20 20 1092 10 1663 20 10 552 444
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 38 2 20 20 1092 10 1663 20 10 552 444
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 34 41 2 22 22 1187 11 1808 22 11 600 483
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 41 2 22 22 1187 11 1808 22 11 600 483
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 34 41 2 22 22 1187 11 1808 22 11 600 483
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.89 0.86 0.91 0.77 0.86 0.86 0.86 0.86 0.86 0.68
Lanes: 0.44 0.53 0.03 1.00 1.00 1.00 1.00 1.98 0.02 1.00 2.00 2.00
Final Sat.: 735 901 47 1641 1727 1468 1641 3236 39 1641 3281 2584
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.05 0.05 0.01 0.01 0.81 0.01 0.56 0.56 0.01 0.18 0.19
Crit Moves: **** **** **** ****
Green/Cycle: 0.07 0.28 0.28 0.28 0.49 0.49 0.11 0.34 0.34 0.07 0.30 0.30
Volume/Cap: 0.69 0.16 0.16 0.05 0.03 1.65 0.06 1.65 1.65 0.10 0.61 0.63
Uniform Del: 47.9 28.7 28.7 27.7 13.8 26.8 42.2 34.7 34.7 46.0 31.6 31.8
IncremntDel: 16.4 0.2 0.2 0.0 0.0 298.7 0.2 297 296.6 0.4 1.2 1.6
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 64.3 28.8 28.8 27.8 13.8 325.5 42.3 331 331.3 46.4 32.8 33.4
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: 64.3 28.8 28.8 27.8 13.8 325.5 42.3 331 331.3 46.4 32.8 33.4
LOS by Move: E C C C B F D F F D C C
HCM2kAvgQ: 4 2 2 1 0 96 0 78 78 0 9 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 1 1 0 1 0 2 0 2
Lane Group: LTR LTR LTR L T R L RT RT L T R
#LnsInGrps: 1 1 1 1 1 1 1 2 2 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:23:52 2012 Page 20-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 With Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 18 10 1049***
Lanes: 0 1 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
772***
2
Cycle Time (sec): 145
1
118
0
Loss Time (sec): 4
0
616 2
Critical V/C: 1.042
3 1525***
0
Avg Crit Del (sec/veh): 91.6
0
30 1
Avg Delay (sec/veh): 79.1
1 20
LOS: E
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 1049 10 18 772 616 30 20 1525 118
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 20 20 20 1049 10 18 772 616 30 20 1525 118
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 1140 11 20 839 670 33 22 1658 128
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 1140 11 20 839 670 33 22 1658 128
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 1140 11 20 839 670 33 22 1658 128
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.85 0.85 0.85 0.84 0.82 0.82 0.84 0.86 0.77 0.86 0.83 0.77
Lanes: 0.34 0.33 0.33 2.00 0.36 0.64 2.00 2.00 1.00 1.00 3.00 1.00
Final Sat.: 541 541 541 3183 558 1004 3183 3281 1468 1641 4715 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.04 0.04 0.04 0.36 0.02 0.02 0.26 0.20 0.02 0.01 0.35 0.09
Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.05 0.05 0.34 0.19 0.19 0.25 0.47 0.47 0.11 0.33 0.33
Volume/Cap: 0.21 0.83 0.83 1.05 0.10 0.10 1.05 0.43 0.05 0.12 1.05 0.26
Uniform Del: 49.0 68.4 68.4 47.8 48.0 48.0 54.4 25.4 20.6 58.0 48.3 35.3
IncremntDel: 0.3 50.1 50.1 42.5 0.1 0.1 46.8 0.2 0.0 0.3 38.2 0.3
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 49.4 119 118.6 90.4 48.2 48.2 101.2 25.6 20.7 58.3 86.5 35.5
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: 49.4 119 118.6 90.4 48.2 48.2 101.2 25.6 20.7 58.3 86.5 35.5
LOS by Move: D F F F D D F C C E F D
HCM2kAvgQ: 2 5 5 34 1 1 26 10 1 1 35 4
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 2 0 0 1 0 2 0 2 0 1 1 0 3 0 1
Lane Group: LTR LTR LTR L RT RT L T R L T R
#LnsInGrps: 1 1 1 2 1 1 2 2 1 1 3 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:23:52 2012 Page 20-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 With Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Include
Base Vol: 0 0 1416***
Lanes: 0 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
330
2
Cycle Time (sec): 150
0
0
0
Loss Time (sec): 4
0
1936*** 2
Critical V/C: 1.265
2 1487
0
Avg Crit Del (sec/veh): 170.2
0
0 0
Avg Delay (sec/veh): 133.5
2 313***
LOS: F
Lanes: 2 0 0 0 0
Base Vol: 322 0*** 0
Signal=Protect/Rights=Include
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 322 0 0 1416 0 0 330 1936 0 313 1487 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: 322 0 0 1416 0 0 330 1936 0 313 1487 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 350 0 0 1539 0 0 359 2104 0 340 1616 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 350 0 0 1539 0 0 359 2104 0 340 1616 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: 350 0 0 1539 0 0 359 2104 0 340 1616 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 0.00 2.00 0.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00
Final Sat.: 3183 0 0 3183 0 0 3183 3281 0 3183 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.11 0.00 0.00 0.48 0.00 0.00 0.11 0.64 0.00 0.11 0.49 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.38 0.00 0.00 0.38 0.00 0.00 0.11 0.51 0.00 0.08 0.48 0.00
Volume/Cap: 0.29 0.00 0.00 1.27 0.00 0.00 1.02 1.27 0.00 1.27 1.02 0.00
Uniform Del: 32.2 0.0 0.0 46.3 0.0 0.0 66.7 37.0 0.0 68.7 38.9 0.0
IncremntDel: 0.1 0.0 0.0 126.1 0.0 0.0 54.3 124 0.0 145.6 28.9 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 32.3 0.0 0.0 172.5 0.0 0.0 121.0 161 0.0 214.3 67.8 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 32.3 0.0 0.0 172.5 0.0 0.0 121.0 161 0.0 214.3 67.8 0.0
LOS by Move: C A A F A A F F A F E A
HCM2kAvgQ: 6 0 0 58 0 0 13 79 0 15 47 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 0 2 0 0 0 0 2 0 2 0 0 2 0 2 0 0
Lane Group: L xxxx xxxx L xxxx xxxx L T xxxx L T xxxx
#LnsInGrps: 2 0 0 2 0 0 2 2 0 2 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:23:52 2012 Page 20-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM 2035 With Proj
Intersection #8: Route 99 SB Ramp and Mariposa Signal=Protect/Rights=Include
Base Vol: 726 0 1603***
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 4
0
1187*** 1
Critical V/C: 2.145
2 1149
1
Avg Crit Del (sec/veh): 541.6
0
220 0
Avg Delay (sec/veh): 500.1
1 0***
LOS: F
Lanes: 1 0 0 0 1
Base Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 1603 0 726 0 1187 220 0 1149 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 1603 0 726 0 1187 220 0 1149 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 0 0 1742 0 789 0 1290 239 0 1249 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 1742 0 789 0 1290 239 0 1249 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 1742 0 789 0 1290 239 0 1249 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.84 1.00 0.84 1.00 0.84 0.84 1.00 0.86 1.00
Lanes: 1.00 0.00 1.00 0.69 0.00 0.31 0.00 1.69 0.31 1.00 2.00 0.00
Final Sat.: 1900 0 1900 1101 0 499 0 2705 501 1900 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 1.58 0.00 1.58 0.00 0.48 0.48 0.00 0.38 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.74 0.00 0.74 0.00 0.22 0.22 0.00 0.22 0.00
Volume/Cap: 0.00 0.00 0.00 2.15 0.00 2.15 0.00 2.15 2.15 0.00 1.71 0.00
Uniform Del: 0.0 0.0 0.0 13.1 0.0 13.1 0.0 38.9 38.9 0.0 38.9 0.0
IncremntDel: 0.0 0.0 0.0 518.1 0.0 518.1 0.0 520 520.0 0.0 326 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00
Delay/Veh: 0.0 0.0 0.0 531.2 0.0 531.2 0.0 559 558.8 0.0 365 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 531.2 0.0 531.2 0.0 559 558.8 0.0 365 0.0
LOS by Move: A A A F A F A F F A F A
HCM2kAvgQ: 0 0 0 241 0 241 0 78 78 0 53 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 1! 0 0 0 0 1 1 0 1 0 2 0 0
Lane Group: L xxxx R LTR LTR LTR xxxx RT RT L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 2 2 1 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Sep 04 17:20:00 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM 2035 With Proj Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Protect/Rights=Include Base Vol: 0 0 0 Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
0
0 Cycle Time (sec): 80
2
1618
0
Loss Time (sec): 4
0
2577*** 3
Critical V/C: 0.824
2 1550
0
Avg Crit Del (sec/veh): 13.7
0
0 0
Avg Delay (sec/veh): 12.6
0 0***
LOS: B
Lanes: 1 0 0 0 2 Base Vol: 229 0 449*** Signal=Protect/Rights=Include Street Name: Route 99 Meriposa Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 229 0 449 0 0 0 0 2577 0 0 1550 1618 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 0 449 0 0 0 0 2577 0 0 1550 1618 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.00 PHF Volume: 249 0 488 0 0 0 0 2801 0 0 1685 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 249 0 488 0 0 0 0 2801 0 0 1685 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: 249 0 488 0 0 0 0 2801 0 0 1685 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 1.00 0.68 1.00 1.00 1.00 1.00 0.83 1.00 1.00 0.86 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 2.00 2.00 Final Sat.: 1641 0 2584 0 0 0 0 4715 0 0 3281 3344 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.00 0.19 0.00 0.00 0.00 0.00 0.59 0.00 0.00 0.51 0.00 Crit Moves: **** **** **** Green/Cycle: 0.23 0.00 0.23 0.00 0.00 0.00 0.00 0.72 0.00 0.00 0.72 0.00 Volume/Cap: 0.66 0.00 0.82 0.00 0.00 0.00 0.00 0.82 0.00 0.00 0.71 0.00 Uniform Del: 28.0 0.0 29.3 0.0 0.0 0.0 0.0 7.7 0.0 0.0 6.4 0.0 IncremntDel: 4.4 0.0 9.2 0.0 0.0 0.0 0.0 1.7 0.0 0.0 1.0 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 32.4 0.0 38.5 0.0 0.0 0.0 0.0 9.4 0.0 0.0 7.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 0.0 38.5 0.0 0.0 0.0 0.0 9.4 0.0 0.0 7.4 0.0 LOS by Move: C A D A A A A A A A A A HCM2kAvgQ: 7 0 9 0 0 0 0 16 0 0 14 0 Note: Queue reported is the number of cars per lane. ------------|---------------||---------------||---------------||---------------| HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 2 0 2 Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx xxxx T R #LnsInGrps: 1 0 2 0 0 0 0 3 0 0 2 2 ------------|---------------||---------------||---------------||---------------| HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 CrsswalkWid: 8 8 8 8 % Hev Veh: 10 10 10 10 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 17:16:20 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Cum 2035 With Proj
Intersection #1: Mariposa and Austin Signal=Permit/Rights=Include
Base Vol: 97 1293 75***
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
127
1
Cycle Time (sec): 100
0
62
0
Loss Time (sec): 12
1
373*** 1
Critical V/C: 1.179
1 310
1
Avg Crit Del (sec/veh): 144.2
0
43 0
Avg Delay (sec/veh): 55.8
2 626***
LOS: E
Lanes: 1 0 2 0 2
Base Vol: 50 1829 745
Signal=Permit/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 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 50 1829 745 75 1293 97 127 373 43 626 310 62
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 50 1829 745 75 1293 97 127 373 43 626 310 62
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 54 1988 810 82 1405 105 138 405 47 680 337 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 1988 810 82 1405 105 138 405 47 680 337 67
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 54 1988 810 82 1405 105 138 405 47 680 337 67
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.08 0.86 0.68 0.06 0.85 0.85 0.86 0.85 0.85 0.84 0.84 0.84
Lanes: 1.00 2.00 2.00 1.00 1.86 0.14 1.00 1.79 0.21 2.00 1.67 0.33
Final Sat.: 147 3281 2584 119 3022 227 1641 2898 334 3183 2666 533
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.37 0.61 0.31 0.68 0.47 0.47 0.08 0.14 0.14 0.21 0.13 0.13
Crit Moves: **** **** ****
Green/Cycle: 0.58 0.58 0.76 0.58 0.58 0.58 0.12 0.12 0.12 0.18 0.18 0.18
Volume/Cap: 0.64 1.04 0.41 1.13 0.80 0.80 0.70 1.18 1.18 1.18 0.70 0.70
Uniform Del: 14.0 21.0 4.1 21.0 16.5 16.5 42.3 44.1 44.1 40.9 38.5 38.5
IncremntDel: 15.1 33.3 0.1 146.5 2.6 2.6 10.8 105 104.5 97.6 3.9 3.9
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 29.1 54.3 4.3 167.5 19.0 19.0 53.1 149 148.6 138.6 42.4 42.4
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: 29.1 54.3 4.3 167.5 19.0 19.0 53.1 149 148.6 138.6 42.4 42.4
LOS by Move: C D A F B B D F F F D D
HCM2kAvgQ: 2 44 5 4 20 20 6 15 15 20 8 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 2 0 2 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0
Lane Group: L T R L RT RT L RT RT L RT RT
#LnsInGrps: 1 2 2 1 2 2 1 2 2 2 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 17:16:20 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Cum 2035 With Proj
Intersection #2: Austin Road and Arch Road Signal=Permit/Rights=Overlap
Base Vol: 1157 804 20
Lanes: 2 0 2 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 2/10/2009 Rights=Include Lanes: Base Vol:
1560***
2
Cycle Time (sec): 100
1
20
0
Loss Time (sec): 8
0
20 0
Critical V/C: 1.473
0 20***
1
Avg Crit Del (sec/veh): 287.7
1
281 0
Avg Delay (sec/veh): 112.7
0 20
LOS: F
Lanes: 1 0 1 1 0
Base Vol: 295*** 1064 20
Signal=Permit/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 10 Feb 2009 << 4:00PM - 6:00PM
Base Vol: 295 1064 20 20 804 1157 1560 20 281 20 20 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 295 1064 20 20 804 1157 1560 20 281 20 20 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 321 1157 22 22 874 1258 1696 22 305 22 22 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 321 1157 22 22 874 1258 1696 22 305 22 22 22
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 321 1157 22 22 874 1258 1696 22 305 22 22 22
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.21 0.86 0.86 0.12 0.86 0.68 0.84 0.78 0.78 0.89 0.89 0.77
Lanes: 1.00 1.96 0.04 1.00 2.00 2.00 2.00 0.07 0.93 0.50 0.50 1.00
Final Sat.: 402 3211 60 226 3281 2584 3183 99 1387 843 843 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.80 0.36 0.36 0.10 0.27 0.49 0.53 0.22 0.22 0.03 0.03 0.01
Crit Moves: **** **** ****
Green/Cycle: 0.51 0.51 0.51 0.51 0.51 0.85 0.34 0.31 0.31 0.10 0.07 0.07
Volume/Cap: 1.56 0.71 0.71 0.19 0.52 0.57 1.56 0.71 0.71 0.26 0.37 0.21
Uniform Del: 24.5 18.8 18.8 13.3 16.4 2.2 33.0 30.4 30.4 41.7 44.4 43.9
IncremntDel:276.2 1.4 1.4 0.8 0.3 0.4 258.4 5.0 5.0 0.8 1.9 1.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 300.8 20.2 20.2 14.1 16.7 2.6 291.4 35.4 35.4 42.5 46.3 44.9
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: 300.8 20.2 20.2 14.1 16.7 2.6 291.4 35.4 35.4 42.5 46.3 44.9
LOS by Move: F C C B B A F D D D D D
HCM2kAvgQ: 26 15 15 0 9 6 64 9 9 1 2 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 1 1 0 1 0 2 0 2 2 0 0 1 0 0 1 0 0 1
Lane Group: L RT RT L T R L RT RT LT LT R
#LnsInGrps: 1 2 2 1 2 2 2 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 17:16:20 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
PM Cum 2035 With Proj
Intersection #3: Austin and Proj Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 6 420 0
Lanes: 0 1 1 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
9
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.030
0 0
0
Avg Crit Del (sec/veh): 0.2
0
9 1
Avg Delay (sec/veh): 0.2
0 0
LOS: B
Lanes: 0 1 1 0 0
Base Vol: 1 550 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Rd Proj Site Driveway
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: 1 550 0 0 420 6 9 0 9 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: 1 550 0 0 420 6 9 0 9 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 1 598 0 0 457 7 10 0 10 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 1 598 0 0 457 7 10 0 10 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp: 4.3 xxxx xxxxx xxxxx xxxx xxxxx 7.0 xxxx 7.1 xxxxx xxxx xxxxx
FollowUpTim: 2.3 xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: 463 xxxx xxxxx xxxx xxxx xxxxx 761 xxxx 232 xxxx xxxx xxxxx
Potent Cap.: 1040 xxxx xxxxx xxxx xxxx xxxxx 325 xxxx 747 xxxx xxxx xxxxx
Move Cap.: 1040 xxxx xxxxx xxxx xxxx xxxxx 325 xxxx 747 xxxx xxxx xxxxx
Volume/Cap: 0.00 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.01 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.0 xxxx xxxx xxxxx
Control Del: 8.5 xxxx xxxxx xxxxx xxxx xxxxx 16.4 xxxx 9.9 xxxxx xxxx xxxxx
LOS by Move: A * * * * * C * A * * *
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: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx 13.2 xxxxxx
ApproachLOS: * * B *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 0%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Aug 09 17:16:20 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
PM Cum 2035 With Proj
Intersection #4: Austin and French Camp Signal=Stop/Rights=Include
Base Vol: 17 20 9***
Lanes: 0 0 1! 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
15
0
Cycle Time (sec): 100
0
10
0
Loss Time (sec): 0
0
495 1!
Critical V/C: 0.829
1! 488***
0
Avg Crit Del (sec/veh): 25.2
0
20*** 0
Avg Delay (sec/veh): 25.2
0 20
LOS: D
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Stop/Rights=Include
Street Name: Austin Rd French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 9 20 17 15 495 20 20 488 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: 20 20 20 9 20 17 15 495 20 20 488 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 10 22 18 16 538 22 22 530 11
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 10 22 18 16 538 22 22 530 11
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 10 22 18 16 538 22 22 530 11
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.34 0.33 0.33 0.20 0.43 0.37 0.03 0.93 0.04 0.04 0.94 0.02
Final Sat.: 167 167 167 98 217 184 20 649 26 27 651 13
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.13 0.13 0.10 0.10 0.10 0.83 0.83 0.83 0.81 0.81 0.81
Crit Moves: **** **** **** ****
Delay/Veh: 10.5 10.5 10.5 10.3 10.3 10.3 27.3 27.3 27.3 26.1 26.1 26.1
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 10.5 10.5 10.5 10.3 10.3 10.3 27.3 27.3 27.3 26.1 26.1 26.1
LOS by Move: B B B B B B D D D D D D
ApproachDel: 10.5 10.3 27.3 26.1
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 10.5 10.3 27.3 26.1
LOS by Appr: B B D D
AllWayAvgQ: 0.1 0.1 0.1 0.1 0.1 0.1 3.7 3.7 3.7 3.4 3.4 3.4
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Mon Jul 30 12:24:45 2012 Page 20-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 With Proj
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Include
Base Vol: 690*** 20 146
Lanes: 1 0 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
55***
1
Cycle Time (sec): 105
2
1057***
0
Loss Time (sec): 4
0
1281 1
Critical V/C: 1.067
2 911
1
Avg Crit Del (sec/veh): 110.1
0
20 0
Avg Delay (sec/veh): 85.8
1 10
LOS: F
Lanes: 0 0 1! 0 0
Base Vol: 27*** 21 5
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 27 21 5 146 20 690 55 1281 20 10 911 1057
Growth Adj: 1.00 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 21 5 146 20 690 55 1281 20 10 911 1057
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 29 23 5 159 22 750 60 1392 22 11 990 1149
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 29 23 5 159 22 750 60 1392 22 11 990 1149
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 29 23 5 159 22 750 60 1392 22 11 990 1149
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.87 0.86 0.91 0.77 0.86 0.86 0.86 0.86 0.86 0.68
Lanes: 0.51 0.40 0.09 1.00 1.00 1.00 1.00 1.97 0.03 1.00 2.00 2.00
Final Sat.: 847 659 157 1641 1727 1468 1641 3225 50 1641 3281 2584
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.03 0.10 0.01 0.51 0.04 0.43 0.43 0.01 0.30 0.44
Crit Moves: **** **** **** ****
Green/Cycle: 0.07 0.21 0.21 0.30 0.44 0.44 0.07 0.39 0.39 0.07 0.39 0.39
Volume/Cap: 0.52 0.17 0.17 0.32 0.03 1.15 0.55 1.12 1.12 0.10 0.78 1.15
Uniform Del: 47.4 34.1 34.1 28.3 16.5 29.2 47.5 32.3 32.3 46.0 28.4 32.3
IncremntDel: 4.3 0.2 0.2 0.4 0.0 85.7 5.7 65.0 65.0 0.4 3.3 80.6
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 51.7 34.3 34.3 28.7 16.5 115.0 53.1 97.3 97.3 46.4 31.6 112.9
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 51.7 34.3 34.3 28.7 16.5 115.0 53.1 97.3 97.3 46.4 31.6 112.9
LOS by Move: D C C C B F D F F D C F
HCM2kAvgQ: 3 2 2 4 0 40 3 38 38 0 16 35
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 1 1 0 1 0 2 0 2
Lane Group: LTR LTR LTR L T R L RT RT L T R
#LnsInGrps: 1 1 1 1 1 1 1 2 2 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:24:45 2012 Page 20-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 With Proj
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 50 10 724***
Lanes: 0 1 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
750***
2
Cycle Time (sec): 145
1
182
0
Loss Time (sec): 4
0
597 2
Critical V/C: 0.896
3 1423***
0
Avg Crit Del (sec/veh): 57.7
0
80 1
Avg Delay (sec/veh): 49.7
1 20
LOS: D
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 724 10 50 750 597 80 20 1423 182
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 20 20 20 724 10 50 750 597 80 20 1423 182
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 787 11 54 815 649 87 22 1547 198
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 787 11 54 815 649 87 22 1547 198
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 787 11 54 815 649 87 22 1547 198
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.85 0.85 0.85 0.84 0.80 0.80 0.84 0.86 0.77 0.86 0.83 0.77
Lanes: 0.34 0.33 0.33 2.00 0.17 0.83 2.00 2.00 1.00 1.00 3.00 1.00
Final Sat.: 541 541 541 3183 252 1259 3183 3281 1468 1641 4715 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.04 0.04 0.04 0.25 0.04 0.04 0.26 0.20 0.06 0.01 0.33 0.13
Crit Moves: **** **** **** ****
Green/Cycle: 0.16 0.05 0.05 0.27 0.16 0.16 0.28 0.52 0.52 0.13 0.36 0.36
Volume/Cap: 0.25 0.83 0.83 0.90 0.27 0.27 0.90 0.38 0.11 0.10 0.90 0.37
Uniform Del: 53.1 68.4 68.4 50.6 53.3 53.3 49.9 20.7 17.6 55.9 43.6 33.8
IncremntDel: 0.5 50.1 50.1 12.2 0.6 0.6 11.8 0.1 0.1 0.2 6.8 0.4
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 53.6 119 118.6 62.8 53.9 53.9 61.7 20.8 17.7 56.2 50.4 34.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 53.6 119 118.6 62.8 53.9 53.9 61.7 20.8 17.7 56.2 50.4 34.3
LOS by Move: D F F E D D E C B E D C
HCM2kAvgQ: 3 5 5 21 3 3 21 9 2 1 27 6
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 2 0 0 1 0 2 0 2 0 1 1 0 3 0 1
Lane Group: LTR LTR LTR L RT RT L T R L T R
#LnsInGrps: 1 1 1 2 1 1 2 2 1 1 3 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:24:45 2012 Page 20-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 With Proj
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Include
Base Vol: 0 0 694***
Lanes: 0 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
920***
2
Cycle Time (sec): 150
0
0
0
Loss Time (sec): 4
0
2089 2
Critical V/C: 1.236
2 1968***
0
Avg Crit Del (sec/veh): 160.0
0
0 0
Avg Delay (sec/veh): 119.5
2 372
LOS: F
Lanes: 2 0 0 0 0
Base Vol: 323 0*** 0
Signal=Protect/Rights=Include
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 323 0 0 694 0 0 920 2089 0 372 1968 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: 323 0 0 694 0 0 920 2089 0 372 1968 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 351 0 0 754 0 0 1000 2271 0 404 2139 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 351 0 0 754 0 0 1000 2271 0 404 2139 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: 351 0 0 754 0 0 1000 2271 0 404 2139 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 0.00 2.00 0.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00
Final Sat.: 3183 0 0 3183 0 0 3183 3281 0 3183 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.11 0.00 0.00 0.24 0.00 0.00 0.31 0.69 0.00 0.13 0.65 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.00 0.00 0.19 0.00 0.00 0.25 0.66 0.00 0.12 0.53 0.00
Volume/Cap: 0.58 0.00 0.00 1.24 0.00 0.00 1.24 1.05 0.00 1.05 1.24 0.00
Uniform Del: 55.1 0.0 0.0 60.6 0.0 0.0 55.9 25.5 0.0 65.9 35.4 0.0
IncremntDel: 1.4 0.0 0.0 119.9 0.0 0.0 116.8 33.3 0.0 58.9 111 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 56.4 0.0 0.0 180.5 0.0 0.0 172.7 58.8 0.0 124.8 147 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: 56.4 0.0 0.0 180.5 0.0 0.0 172.7 58.8 0.0 124.8 147 0.0
LOS by Move: E A A F A A F E A F F A
HCM2kAvgQ: 8 0 0 29 0 0 38 66 0 14 78 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 0 2 0 0 0 0 2 0 2 0 0 2 0 2 0 0
Lane Group: L xxxx xxxx L xxxx xxxx L T xxxx L T xxxx
#LnsInGrps: 2 0 0 2 0 0 2 2 0 2 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:24:45 2012 Page 20-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM 2035 With Proj
Intersection #8: Route 99 SB Ramp and Mariposa Signal=Protect/Rights=Include
Base Vol: 535 0 1537***
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 4
0
1910*** 1
Critical V/C: 2.226
2 1275
1
Avg Crit Del (sec/veh): 580.9
0
269 0
Avg Delay (sec/veh): 485.2
1 0***
LOS: F
Lanes: 1 0 0 0 1
Base Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 1537 0 535 0 1910 269 0 1275 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 1537 0 535 0 1910 269 0 1275 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 0 0 1671 0 582 0 2076 292 0 1386 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 1671 0 582 0 2076 292 0 1386 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 1671 0 582 0 2076 292 0 1386 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.85 1.00 0.85 1.00 0.85 0.85 1.00 0.86 1.00
Lanes: 1.00 0.00 1.00 0.74 0.00 0.26 0.00 1.75 0.25 1.00 2.00 0.00
Final Sat.: 1900 0 1900 1192 0 415 0 2825 398 1900 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 1.40 0.00 1.40 0.00 0.73 0.73 0.00 0.42 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.63 0.00 0.63 0.00 0.33 0.33 0.00 0.33 0.00
Volume/Cap: 0.00 0.00 0.00 2.23 0.00 2.23 0.00 2.23 2.23 0.00 1.28 0.00
Uniform Del: 0.0 0.0 0.0 18.5 0.0 18.5 0.0 33.5 33.5 0.0 33.5 0.0
IncremntDel: 0.0 0.0 0.0 554.8 0.0 554.8 0.0 555 554.7 0.0 133 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00
Delay/Veh: 0.0 0.0 0.0 573.3 0.0 573.3 0.0 588 588.2 0.0 166 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 573.3 0.0 573.3 0.0 588 588.2 0.0 166 0.0
LOS by Move: A A A F A F A F F A F A
HCM2kAvgQ: 0 0 0 219 0 219 0 122 122 0 42 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 1! 0 0 0 0 1 1 0 1 0 2 0 0
Lane Group: L xxxx R LTR LTR LTR xxxx RT RT L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 2 2 1 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Sep 04 17:20:00 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM 2035 With Proj Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Protect/Rights=Include Base Vol: 0 0 0 Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
0
0 Cycle Time (sec): 80
2
2091
0
Loss Time (sec): 4
0
2789*** 3
Critical V/C: 0.976
2 1528
0
Avg Crit Del (sec/veh): 30.1
0
0 0
Avg Delay (sec/veh): 24.7
0 0***
LOS: C
Lanes: 1 0 0 0 2 Base Vol: 317 0 675*** Signal=Protect/Rights=Include Street Name: Route 99 Meriposa Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 317 0 675 0 0 0 0 2789 0 0 1528 2091 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 317 0 675 0 0 0 0 2789 0 0 1528 2091 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 1.00 0.00 PHF Volume: 345 0 734 0 0 0 0 3032 0 0 1528 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 0 734 0 0 0 0 3032 0 0 1528 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: 345 0 734 0 0 0 0 3032 0 0 1528 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 1.00 0.68 1.00 1.00 1.00 1.00 0.83 1.00 1.00 0.86 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 2.00 2.00 Final Sat.: 1641 0 2584 0 0 0 0 4715 0 0 3281 3344 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.28 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.47 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.29 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.66 0.00 Volume/Cap: 0.72 0.00 0.98 0.00 0.00 0.00 0.00 0.98 0.00 0.00 0.71 0.00 Uniform Del: 25.4 0.0 28.1 0.0 0.0 0.0 0.0 13.0 0.0 0.0 8.7 0.0 IncremntDel: 5.3 0.0 26.8 0.0 0.0 0.0 0.0 11.1 0.0 0.0 1.1 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 30.8 0.0 54.9 0.0 0.0 0.0 0.0 24.1 0.0 0.0 9.8 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: 30.8 0.0 54.9 0.0 0.0 0.0 0.0 24.1 0.0 0.0 9.8 0.0 LOS by Move: C A D A A A A C A A A A HCM2kAvgQ: 9 0 16 0 0 0 0 25 0 0 14 0 Note: Queue reported is the number of cars per lane. ------------|---------------||---------------||---------------||---------------| HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 2 0 2 Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx xxxx T R #LnsInGrps: 1 0 2 0 0 0 0 3 0 0 2 2 ------------|---------------||---------------||---------------||---------------| HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 CrsswalkWid: 8 8 8 8 % Hev Veh: 10 10 10 10 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------|---------------||---------------||---------------||---------------|
Cumulative 2035
With Project-Mitigated
AM/PM
Cumulative 2035
No Project Scenario
AM/PM
COMPARE Fri Aug 10 20:48:32 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Cum 2035 No Proj (Project Subtracted)
Intersection #1: Mariposa and Austin Signal=Permit/Rights=Include
Base Vol: 75 1498*** 40
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
18
1
Cycle Time (sec): 100
0
68
0
Loss Time (sec): 12
1
206*** 1
Critical V/C: 0.979
1 360
1
Avg Crit Del (sec/veh): 51.2
0
19 0
Avg Delay (sec/veh): 38.3
2 765***
LOS: D
Lanes: 1 0 2 0 2
Base Vol: 12 750 357
Signal=Permit/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 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 12 750 357 40 1498 75 18 206 19 765 360 68
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 12 750 357 40 1498 75 18 206 19 765 360 68
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 13 815 388 43 1628 82 20 224 21 832 391 74
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 13 815 388 43 1628 82 20 224 21 832 391 74
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 13 815 388 43 1628 82 20 224 21 832 391 74
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.07 0.86 0.68 0.25 0.86 0.86 0.86 0.85 0.85 0.84 0.84 0.84
Lanes: 1.00 2.00 2.00 1.00 1.90 0.10 1.00 1.83 0.17 2.00 1.68 0.32
Final Sat.: 130 3281 2584 471 3103 155 1641 2965 274 3183 2694 509
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.10 0.25 0.15 0.09 0.52 0.52 0.01 0.08 0.08 0.26 0.15 0.15
Crit Moves: **** **** ****
Green/Cycle: 0.54 0.54 0.80 0.54 0.54 0.54 0.11 0.08 0.08 0.27 0.23 0.23
Volume/Cap: 0.18 0.46 0.19 0.17 0.98 0.98 0.11 0.98 0.98 0.98 0.63 0.63
Uniform Del: 11.9 14.3 2.3 11.9 22.6 22.6 39.9 46.1 46.1 36.4 34.5 34.5
IncremntDel: 1.2 0.2 0.0 0.3 16.7 16.7 0.3 50.8 50.8 25.7 1.7 1.7
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 13.1 14.5 2.3 12.2 39.4 39.4 40.2 96.9 96.9 62.0 36.2 36.2
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: 13.1 14.5 2.3 12.2 39.4 39.4 40.2 96.9 96.9 62.0 36.2 36.2
LOS by Move: B B A B D D D F F E D D
HCM2kAvgQ: 0 8 2 1 32 32 1 7 7 19 8 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 2 0 2 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0
Lane Group: L T R L RT RT L RT RT L RT RT
#LnsInGrps: 1 2 2 1 2 2 1 2 2 2 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 20:48:32 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Cum 2035 No Proj (Project Subtracted)
Intersection #2: Austin Road and Arch Road Signal=Permit/Rights=Overlap
Base Vol: 1545*** 732 20
Lanes: 2 0 2 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
731***
2
Cycle Time (sec): 100
1
20
0
Loss Time (sec): 8
0
20 0
Critical V/C: 0.735
0 20***
1
Avg Crit Del (sec/veh): 14.7
1
190 0
Avg Delay (sec/veh): 15.7
0 20
LOS: B
Lanes: 1 0 1 1 0
Base Vol: 95 381 20
Signal=Permit/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 95 381 20 20 732 1545 731 20 190 20 20 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 95 381 20 20 732 1545 731 20 190 20 20 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 103 414 22 22 796 1679 795 22 207 22 22 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 414 22 22 796 1679 795 22 207 22 22 22
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 103 414 22 22 796 1679 795 22 207 22 22 22
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.31 0.86 0.86 0.45 0.86 0.68 0.84 0.79 0.79 0.89 0.89 0.77
Lanes: 1.00 1.90 0.10 1.00 2.00 2.00 2.00 0.10 0.90 0.50 0.50 1.00
Final Sat.: 584 3096 163 857 3281 2584 3183 142 1350 843 843 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.18 0.13 0.13 0.03 0.24 0.65 0.25 0.15 0.15 0.03 0.03 0.01
Crit Moves: **** **** ****
Green/Cycle: 0.52 0.52 0.52 0.52 0.52 0.85 0.33 0.27 0.27 0.12 0.07 0.07
Volume/Cap: 0.34 0.26 0.26 0.05 0.46 0.76 0.76 0.56 0.56 0.21 0.37 0.21
Uniform Del: 13.8 13.1 13.1 11.6 15.0 3.2 30.2 31.3 31.3 39.3 44.4 43.9
IncremntDel: 0.7 0.1 0.1 0.0 0.2 1.7 3.4 1.8 1.8 0.5 1.9 1.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 14.4 13.2 13.2 11.7 15.2 4.9 33.7 33.1 33.1 39.8 46.3 44.9
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: 14.4 13.2 13.2 11.7 15.2 4.9 33.7 33.1 33.1 39.8 46.3 44.9
LOS by Move: B B B B B A C C C D D D
HCM2kAvgQ: 2 4 4 0 7 12 11 6 6 1 2 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 1 1 0 1 0 2 0 2 2 0 0 1 0 0 1 0 0 1
Lane Group: L RT RT L T R L RT RT LT LT R
#LnsInGrps: 1 2 2 1 2 2 2 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Aug 28 10:41:47 2012 Page 10-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
AM Cum 2035 No Proj (Project Subtracted) Intersection #3: Austin and Proj Site Driveway Signal=Uncontrol/Rights=Include Base Vol: 0 380 0 Lanes: 0 1 1 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
1 Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.000
0 0
0
Avg Crit Del (sec/veh): 0.0
0
0 1
Avg Delay (sec/veh): 0.0
0 0
LOS: A
Lanes: 0 1 1 0 0 Base Vol: 0 210 0 Signal=Uncontrol/Rights=Include Street Name: Austin Rd Proj Site Driveway 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: 0 210 0 0 380 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 210 0 0 380 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 0 228 0 0 413 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 228 0 0 413 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.0 xxxx 7.1 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 527 xxxx 207 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 462 xxxx 776 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 462 xxxx 776 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * Note: Queue reported is the number of cars per lane. -----------|----------------|----------------|----------------|----------------| HevVeh: 10% 10% 10% 0% Grade: 0% 0% 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour -----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:48:32 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
AM Cum 2035 No Proj (Project Subtracted)
Intersection #4: Austin and French Camp Signal=Stop/Rights=Include
Base Vol: 0 16*** 5
Lanes: 0 0 1! 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
10
0
Loss Time (sec): 0
0
414*** 1!
Critical V/C: 0.812
1! 517***
0
Avg Crit Del (sec/veh): 20.6
0
20 0
Avg Delay (sec/veh): 20.6
0 20
LOS: C
Lanes: 0 0 1! 0 0
Base Vol: 20*** 16 20
Signal=Stop/Rights=Include
Street Name: Austin Rd French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 16 20 5 16 0 0 414 20 20 517 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: 20 16 20 5 16 0 0 414 20 20 517 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 17 22 5 17 0 0 450 22 22 562 11
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 17 22 5 17 0 0 450 22 22 562 11
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 17 22 5 17 0 0 450 22 22 562 11
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.36 0.28 0.36 0.24 0.76 0.00 0.00 0.95 0.05 0.04 0.94 0.02
Final Sat.: 185 148 185 116 373 0 0 679 33 27 692 13
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.12 0.12 0.12 0.05 0.05 xxxx xxxx 0.66 0.66 0.81 0.81 0.81
Crit Moves: **** **** **** ****
Delay/Veh: 10.1 10.1 10.1 9.9 9.9 0.0 0.0 16.9 16.9 25.0 25.0 25.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 10.1 10.1 10.1 9.9 9.9 0.0 0.0 16.9 16.9 25.0 25.0 25.0
LOS by Move: B B B A A * * C C C C C
ApproachDel: 10.1 9.9 16.9 25.0
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 10.1 9.9 16.9 25.0
LOS by Appr: B A C C
AllWayAvgQ: 0.1 0.1 0.1 0.0 0.0 0.0 1.8 1.8 1.8 3.5 3.5 3.5
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 23:34:15 2012 Page 20-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Proj (Project Subtracted)
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Include
Base Vol: 1092*** 20 5
Lanes: 1 0 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
10
1
Cycle Time (sec): 105
2
444
0
Loss Time (sec): 4
0
1650*** 1
Critical V/C: 1.471
2 515
1
Avg Crit Del (sec/veh): 319.2
0
20 0
Avg Delay (sec/veh): 244.5
1 10***
LOS: F
Lanes: 0 0 1! 0 0
Base Vol: 31*** 38 2
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 31 38 2 5 20 1092 10 1650 20 10 515 444
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 38 2 5 20 1092 10 1650 20 10 515 444
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 34 41 2 5 22 1187 11 1793 22 11 560 483
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 41 2 5 22 1187 11 1793 22 11 560 483
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 34 41 2 5 22 1187 11 1793 22 11 560 483
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.89 0.86 0.91 0.77 0.86 0.86 0.86 0.86 0.86 0.68
Lanes: 0.44 0.53 0.03 1.00 1.00 1.00 1.00 1.98 0.02 1.00 2.00 2.00
Final Sat.: 735 901 47 1641 1727 1468 1641 3236 39 1641 3281 2584
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.05 0.05 0.00 0.01 0.81 0.01 0.55 0.55 0.01 0.17 0.19
Crit Moves: **** **** **** ****
Green/Cycle: 0.07 0.28 0.28 0.28 0.49 0.49 0.11 0.34 0.34 0.07 0.30 0.30
Volume/Cap: 0.69 0.16 0.16 0.01 0.03 1.64 0.06 1.64 1.64 0.10 0.57 0.63
Uniform Del: 47.9 28.6 28.6 27.4 13.7 26.7 42.2 34.8 34.8 46.0 31.2 31.9
IncremntDel: 16.4 0.2 0.2 0.0 0.0 296.4 0.2 294 294.3 0.4 0.8 1.7
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 64.3 28.8 28.8 27.4 13.8 323.1 42.4 329 329.1 46.4 32.1 33.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 64.3 28.8 28.8 27.4 13.8 323.1 42.4 329 329.1 46.4 32.1 33.5
LOS by Move: E C C C B F D F F D C C
HCM2kAvgQ: 4 2 2 0 0 95 0 77 77 0 9 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 1 1 0 1 0 2 0 2
Lane Group: LTR LTR LTR L T R L RT RT L T R
#LnsInGrps: 1 1 1 1 1 1 1 2 2 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 23:34:15 2012 Page 20-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Proj (Project Subtracted)
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 18 10 1049***
Lanes: 0 1 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
772***
2
Cycle Time (sec): 145
1
108
0
Loss Time (sec): 4
0
603 2
Critical V/C: 1.038
3 1508***
0
Avg Crit Del (sec/veh): 90.3
0
30 1
Avg Delay (sec/veh): 78.3
1 20
LOS: E
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 20 20 20 1049 10 18 772 603 30 20 1508 108
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 20 20 20 1049 10 18 772 603 30 20 1508 108
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 1140 11 20 839 655 33 22 1639 117
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 1140 11 20 839 655 33 22 1639 117
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 1140 11 20 839 655 33 22 1639 117
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.85 0.85 0.85 0.84 0.82 0.82 0.84 0.86 0.77 0.86 0.83 0.77
Lanes: 0.34 0.33 0.33 2.00 0.36 0.64 2.00 2.00 1.00 1.00 3.00 1.00
Final Sat.: 541 541 541 3183 558 1004 3183 3281 1468 1641 4715 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.04 0.04 0.04 0.36 0.02 0.02 0.26 0.20 0.02 0.01 0.35 0.08
Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.05 0.05 0.34 0.19 0.19 0.25 0.47 0.47 0.11 0.33 0.33
Volume/Cap: 0.21 0.83 0.83 1.05 0.10 0.10 1.05 0.43 0.05 0.12 1.05 0.24
Uniform Del: 49.0 68.4 68.4 47.7 47.9 47.9 54.3 25.5 20.9 57.8 48.5 35.2
IncremntDel: 0.3 50.1 50.1 41.1 0.1 0.1 45.5 0.2 0.0 0.3 36.8 0.3
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 49.3 119 118.6 88.8 48.1 48.1 99.7 25.7 20.9 58.0 85.3 35.5
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: 49.3 119 118.6 88.8 48.1 48.1 99.7 25.7 20.9 58.0 85.3 35.5
LOS by Move: D F F F D D F C C E F D
HCM2kAvgQ: 2 5 5 34 1 1 26 10 1 1 35 4
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 2 0 0 1 0 2 0 2 0 1 1 0 3 0 1
Lane Group: LTR LTR LTR L RT RT L T R L T R
#LnsInGrps: 1 1 1 2 1 1 2 2 1 1 3 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 23:34:15 2012 Page 20-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Proj (Project Subtracted)
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Include
Base Vol: 0 0 1403***
Lanes: 0 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
330
2
Cycle Time (sec): 150
0
0
0
Loss Time (sec): 4
0
1931*** 2
Critical V/C: 1.259
2 1479
0
Avg Crit Del (sec/veh): 167.5
0
0 0
Avg Delay (sec/veh): 131.1
2 313***
LOS: F
Lanes: 2 0 0 0 0
Base Vol: 322 0*** 0
Signal=Protect/Rights=Include
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 322 0 0 1403 0 0 330 1931 0 313 1479 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: 322 0 0 1403 0 0 330 1931 0 313 1479 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 350 0 0 1525 0 0 359 2099 0 340 1608 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 350 0 0 1525 0 0 359 2099 0 340 1608 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: 350 0 0 1525 0 0 359 2099 0 340 1608 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 0.00 2.00 0.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00
Final Sat.: 3183 0 0 3183 0 0 3183 3281 0 3183 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.11 0.00 0.00 0.48 0.00 0.00 0.11 0.64 0.00 0.11 0.49 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.38 0.00 0.00 0.38 0.00 0.00 0.11 0.51 0.00 0.08 0.48 0.00
Volume/Cap: 0.29 0.00 0.00 1.26 0.00 0.00 1.02 1.26 0.00 1.26 1.02 0.00
Uniform Del: 32.3 0.0 0.0 46.5 0.0 0.0 66.7 36.9 0.0 68.6 38.9 0.0
IncremntDel: 0.1 0.0 0.0 123.5 0.0 0.0 52.1 122 0.0 143.0 26.8 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 32.5 0.0 0.0 169.9 0.0 0.0 118.8 159 0.0 211.7 65.7 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 32.5 0.0 0.0 169.9 0.0 0.0 118.8 159 0.0 211.7 65.7 0.0
LOS by Move: C A A F A A F F A F E A
HCM2kAvgQ: 6 0 0 57 0 0 13 79 0 15 46 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 0 2 0 0 0 0 2 0 2 0 0 2 0 2 0 0
Lane Group: L xxxx xxxx L xxxx xxxx L T xxxx L T xxxx
#LnsInGrps: 2 0 0 2 0 0 2 2 0 2 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 23:34:15 2012 Page 20-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM 2035 No Proj (Project Subtracted)
Intersection #9: Route 99 SB Ramp and Mariposa Signal=Protect/Rights=Include
Base Vol: 726 0 1603***
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 4
0
1181*** 1
Critical V/C: 2.143
2 1141
1
Avg Crit Del (sec/veh): 540.9
0
220 0
Avg Delay (sec/veh): 498.9
1 0***
LOS: F
Lanes: 1 0 0 0 1
Base Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 23 May 2012 <<
Base Vol: 0 0 0 1603 0 726 0 1181 220 0 1141 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 1603 0 726 0 1181 220 0 1141 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 0 0 1742 0 789 0 1284 239 0 1240 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 1742 0 789 0 1284 239 0 1240 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 1742 0 789 0 1284 239 0 1240 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.84 1.00 0.84 1.00 0.84 0.84 1.00 0.86 1.00
Lanes: 1.00 0.00 1.00 0.69 0.00 0.31 0.00 1.69 0.31 1.00 2.00 0.00
Final Sat.: 1900 0 1900 1101 0 499 0 2700 503 1900 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 1.58 0.00 1.58 0.00 0.48 0.48 0.00 0.38 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.74 0.00 0.74 0.00 0.22 0.22 0.00 0.22 0.00
Volume/Cap: 0.00 0.00 0.00 2.14 0.00 2.14 0.00 2.14 2.14 0.00 1.70 0.00
Uniform Del: 0.0 0.0 0.0 13.1 0.0 13.1 0.0 38.9 38.9 0.0 38.9 0.0
IncremntDel: 0.0 0.0 0.0 517.4 0.0 517.4 0.0 519 519.3 0.0 323 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00
Delay/Veh: 0.0 0.0 0.0 530.5 0.0 530.5 0.0 558 558.2 0.0 361 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 530.5 0.0 530.5 0.0 558 558.2 0.0 361 0.0
LOS by Move: A A A F A F A F F A F A
HCM2kAvgQ: 0 0 0 241 0 241 0 78 78 0 52 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 1! 0 0 0 0 1 1 0 1 0 2 0 0
Lane Group: L xxxx R LTR LTR LTR xxxx RT RT L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 2 2 1 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Sep 04 17:20:00 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Proj (Project Subtracted) Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Protect/Rights=Include Base Vol: 0 0 0 Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2012 Rights=Ignore Lanes: Base Vol:
0
0 Cycle Time (sec): 80
2
1618
0
Loss Time (sec): 4
0
2571*** 3
Critical V/C: 0.845
2 1542
0
Avg Crit Del (sec/veh): 15.4
0
0 0
Avg Delay (sec/veh): 13.9
0 0***
LOS: B
Lanes: 1 0 0 0 2 Base Vol: 229 0 499*** Signal=Protect/Rights=Include Street Name: Route 99 Meriposa Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 23 May 2012 << Base Vol: 229 0 499 0 0 0 0 2571 0 0 1542 1618 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 0 499 0 0 0 0 2571 0 0 1542 1618 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.00 PHF Volume: 249 0 542 0 0 0 0 2795 0 0 1676 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 249 0 542 0 0 0 0 2795 0 0 1676 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: 249 0 542 0 0 0 0 2795 0 0 1676 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 1.00 0.68 1.00 1.00 1.00 1.00 0.83 1.00 1.00 0.86 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 2.00 2.00 Final Sat.: 1641 0 2584 0 0 0 0 4715 0 0 3281 3344 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.00 0.21 0.00 0.00 0.00 0.00 0.59 0.00 0.00 0.51 0.00 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.25 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0.70 0.00 Volume/Cap: 0.61 0.00 0.84 0.00 0.00 0.00 0.00 0.84 0.00 0.00 0.73 0.00 Uniform Del: 26.6 0.0 28.6 0.0 0.0 0.0 0.0 8.7 0.0 0.0 7.3 0.0 IncremntDel: 2.7 0.0 10.0 0.0 0.0 0.0 0.0 2.2 0.0 0.0 1.2 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 29.3 0.0 38.6 0.0 0.0 0.0 0.0 10.9 0.0 0.0 8.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.3 0.0 38.6 0.0 0.0 0.0 0.0 10.9 0.0 0.0 8.5 0.0 LOS by Move: C A D A A A A B A A A A HCM2kAvgQ: 6 0 10 0 0 0 0 17 0 0 14 0 Note: Queue reported is the number of cars per lane. ------------|---------------||---------------||---------------||---------------| HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 2 0 2 Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx xxxx T R #LnsInGrps: 1 0 2 0 0 0 0 3 0 0 2 2 ------------|---------------||---------------||---------------||---------------| HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 CrsswalkWid: 8 8 8 8 % Hev Veh: 10 10 10 10 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------|---------------||---------------||---------------||---------------|
COMPARE Tue Sep 04 17:20:00 2012 Page 14-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
----|
COMPARE Fri Aug 10 20:53:44 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Cum 2035 No Proj (Project Subtracted)
Intersection #1: Mariposa and Austin Signal=Permit/Rights=Include
Base Vol: 95 1293 75***
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
125
1
Cycle Time (sec): 100
0
62
0
Loss Time (sec): 12
1
373*** 1
Critical V/C: 1.179
1 310
1
Avg Crit Del (sec/veh): 144.2
0
43 0
Avg Delay (sec/veh): 55.8
2 626***
LOS: E
Lanes: 1 0 2 0 2
Base Vol: 50 1829 745
Signal=Permit/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 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 50 1829 745 75 1293 95 125 373 43 626 310 62
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 50 1829 745 75 1293 95 125 373 43 626 310 62
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 54 1988 810 82 1405 103 136 405 47 680 337 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 1988 810 82 1405 103 136 405 47 680 337 67
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 54 1988 810 82 1405 103 136 405 47 680 337 67
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.08 0.86 0.68 0.06 0.85 0.85 0.86 0.85 0.85 0.84 0.84 0.84
Lanes: 1.00 2.00 2.00 1.00 1.86 0.14 1.00 1.79 0.21 2.00 1.67 0.33
Final Sat.: 149 3281 2584 119 3026 222 1641 2898 334 3183 2666 533
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.37 0.61 0.31 0.68 0.46 0.46 0.08 0.14 0.14 0.21 0.13 0.13
Crit Moves: **** **** ****
Green/Cycle: 0.58 0.58 0.76 0.58 0.58 0.58 0.12 0.12 0.12 0.18 0.18 0.18
Volume/Cap: 0.63 1.04 0.41 1.13 0.80 0.80 0.70 1.18 1.18 1.18 0.70 0.70
Uniform Del: 13.9 21.0 4.1 21.0 16.5 16.5 42.3 44.1 44.1 40.9 38.4 38.4
IncremntDel: 14.1 33.3 0.1 146.5 2.5 2.5 10.6 105 104.5 97.6 3.7 3.7
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 28.0 54.3 4.3 167.5 19.0 19.0 52.9 149 148.6 138.6 42.1 42.1
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: 28.0 54.3 4.3 167.5 19.0 19.0 52.9 149 148.6 138.6 42.1 42.1
LOS by Move: C D A F B B D F F F D D
HCM2kAvgQ: 2 44 5 4 20 20 5 15 15 20 8 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 2 0 2 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0
Lane Group: L T R L RT RT L RT RT L RT RT
#LnsInGrps: 1 2 2 1 2 2 1 2 2 2 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 20:53:44 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Cum 2035 No Proj (Project Subtracted)
Intersection #2: Austin Road and Arch Road Signal=Permit/Rights=Overlap
Base Vol: 1157 802 20
Lanes: 2 0 2 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
1560***
2
Cycle Time (sec): 100
1
20
0
Loss Time (sec): 8
0
20 0
Critical V/C: 1.459
0 20***
1
Avg Crit Del (sec/veh): 281.0
1
273 0
Avg Delay (sec/veh): 110.3
0 20
LOS: F
Lanes: 1 0 1 1 0
Base Vol: 289*** 1062 20
Signal=Permit/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 289 1062 20 20 802 1157 1560 20 273 20 20 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 289 1062 20 20 802 1157 1560 20 273 20 20 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 314 1154 22 22 872 1258 1696 22 297 22 22 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 314 1154 22 22 872 1258 1696 22 297 22 22 22
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 314 1154 22 22 872 1258 1696 22 297 22 22 22
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.21 0.86 0.86 0.12 0.86 0.68 0.84 0.78 0.78 0.89 0.89 0.77
Lanes: 1.00 1.96 0.04 1.00 2.00 2.00 2.00 0.07 0.93 0.50 0.50 1.00
Final Sat.: 401 3211 60 225 3281 2584 3183 101 1384 843 843 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.78 0.36 0.36 0.10 0.27 0.49 0.53 0.21 0.21 0.03 0.03 0.01
Crit Moves: **** **** ****
Green/Cycle: 0.51 0.51 0.51 0.51 0.51 0.85 0.34 0.31 0.31 0.10 0.07 0.07
Volume/Cap: 1.55 0.71 0.71 0.19 0.52 0.57 1.55 0.69 0.69 0.25 0.37 0.21
Uniform Del: 24.7 19.0 19.0 13.5 16.6 2.2 32.8 30.1 30.1 41.4 44.4 43.9
IncremntDel:270.0 1.5 1.5 0.8 0.3 0.4 251.6 4.3 4.3 0.8 1.9 1.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 294.7 20.5 20.5 14.3 16.9 2.6 284.4 34.4 34.4 42.2 46.3 44.9
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: 294.7 20.5 20.5 14.3 16.9 2.6 284.4 34.4 34.4 42.2 46.3 44.9
LOS by Move: F C C B B A F C C D D D
HCM2kAvgQ: 25 16 16 0 9 6 64 8 8 1 2 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 1 1 0 1 0 2 0 2 2 0 0 1 0 0 1 0 0 1
Lane Group: L RT RT L T R L RT RT LT LT R
#LnsInGrps: 1 2 2 1 2 2 2 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Aug 28 10:41:47 2012 Page 10-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative)
PM Cum 2035 No Proj (Project Subtracted) Intersection #3: Austin and Proj Site Driveway Signal=Uncontrol/Rights=Include Base Vol: 0 420 0 Lanes: 0 1 1 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
1 Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.000
0 0
0
Avg Crit Del (sec/veh): 0.0
0
0 1
Avg Delay (sec/veh): 0.0
0 0
LOS: A
Lanes: 0 1 1 0 0 Base Vol: 0 550 0 Signal=Uncontrol/Rights=Include Street Name: Austin Rd Proj Site Driveway 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: 0 550 0 0 420 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 550 0 0 420 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 0 598 0 0 457 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 598 0 0 457 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.0 xxxx 7.1 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 755 xxxx 228 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 328 xxxx 750 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 328 xxxx 750 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel: 7.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: A * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * * * Note: Queue reported is the number of cars per lane. -----------|----------------|----------------|----------------|----------------| HevVeh: 10% 10% 10% 0% Grade: 0% 0% 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour -----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 20:53:44 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
PM Cum 2035 No Proj (Project Subtracted)
Intersection #4: Austin and French Camp Signal=Stop/Rights=Include
Base Vol: 9 20*** 9
Lanes: 0 0 1! 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: 9/1/1997 Rights=Include Lanes: Base Vol:
13
0
Cycle Time (sec): 100
0
10
0
Loss Time (sec): 0
0
495 1!
Critical V/C: 0.820
1! 488***
0
Avg Crit Del (sec/veh): 24.5
0
20*** 0
Avg Delay (sec/veh): 24.5
0 20
LOS: C
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Stop/Rights=Include
Street Name: Austin Rd French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module: >> Count Date: 1 Sep 1997 <<
Base Vol: 20 20 20 9 20 9 13 495 20 20 488 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: 20 20 20 9 20 9 13 495 20 20 488 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 10 22 10 14 538 22 22 530 11
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 10 22 10 14 538 22 22 530 11
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 10 22 10 14 538 22 22 530 11
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.34 0.33 0.33 0.24 0.52 0.24 0.02 0.94 0.04 0.04 0.94 0.02
Final Sat.: 168 168 168 117 260 117 17 656 27 27 656 13
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.13 0.13 0.08 0.08 0.08 0.82 0.82 0.82 0.81 0.81 0.81
Crit Moves: **** **** **** ****
Delay/Veh: 10.5 10.5 10.5 10.2 10.2 10.2 26.3 26.3 26.3 25.4 25.4 25.4
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 10.5 10.5 10.5 10.2 10.2 10.2 26.3 26.3 26.3 25.4 25.4 25.4
LOS by Move: B B B B B B D D D D D D
ApproachDel: 10.5 10.2 26.3 25.4
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 10.5 10.2 26.3 25.4
LOS by Appr: B B D D
AllWayAvgQ: 0.1 0.1 0.1 0.1 0.1 0.1 3.5 3.5 3.5 3.3 3.3 3.3
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Fri Aug 10 23:36:34 2012 Page 20-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Proj (Project Subtracted)
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Include
Base Vol: 690*** 20 144
Lanes: 1 0 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
55***
1
Cycle Time (sec): 105
2
1057***
0
Loss Time (sec): 4
0
1281 1
Critical V/C: 1.067
2 903
1
Avg Crit Del (sec/veh): 110.1
0
20 0
Avg Delay (sec/veh): 85.9
1 10
LOS: F
Lanes: 0 0 1! 0 0
Base Vol: 27*** 21 5
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 27 21 5 144 20 690 55 1281 20 10 903 1057
Growth Adj: 1.00 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 21 5 144 20 690 55 1281 20 10 903 1057
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 29 23 5 157 22 750 60 1392 22 11 982 1149
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 29 23 5 157 22 750 60 1392 22 11 982 1149
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 29 23 5 157 22 750 60 1392 22 11 982 1149
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.87 0.86 0.91 0.77 0.86 0.86 0.86 0.86 0.86 0.68
Lanes: 0.51 0.40 0.09 1.00 1.00 1.00 1.00 1.97 0.03 1.00 2.00 2.00
Final Sat.: 847 659 157 1641 1727 1468 1641 3225 50 1641 3281 2584
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.03 0.10 0.01 0.51 0.04 0.43 0.43 0.01 0.30 0.44
Crit Moves: **** **** **** ****
Green/Cycle: 0.07 0.21 0.21 0.30 0.44 0.44 0.07 0.39 0.39 0.07 0.39 0.39
Volume/Cap: 0.52 0.17 0.17 0.32 0.03 1.15 0.55 1.12 1.12 0.10 0.78 1.15
Uniform Del: 47.4 34.0 34.0 28.4 16.5 29.2 47.5 32.3 32.3 46.0 28.3 32.3
IncremntDel: 4.3 0.2 0.2 0.4 0.0 85.7 5.7 65.0 65.0 0.4 3.1 80.6
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 51.7 34.2 34.2 28.8 16.5 115.0 53.1 97.3 97.3 46.4 31.4 112.9
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 51.7 34.2 34.2 28.8 16.5 115.0 53.1 97.3 97.3 46.4 31.4 112.9
LOS by Move: D C C C B F D F F D C F
HCM2kAvgQ: 3 2 2 4 0 40 3 38 38 0 16 35
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 1 1 0 1 0 2 0 2
Lane Group: LTR LTR LTR L T R L RT RT L T R
#LnsInGrps: 1 1 1 1 1 1 1 2 2 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 23:36:34 2012 Page 20-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Proj (Project Subtracted)
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 50 10 724***
Lanes: 0 1 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
750***
2
Cycle Time (sec): 145
1
180
0
Loss Time (sec): 4
0
597 2
Critical V/C: 0.895
3 1419***
0
Avg Crit Del (sec/veh): 57.6
0
80 1
Avg Delay (sec/veh): 49.7
1 20
LOS: D
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 724 10 50 750 597 80 20 1419 180
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 20 20 20 724 10 50 750 597 80 20 1419 180
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 787 11 54 815 649 87 22 1542 196
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 787 11 54 815 649 87 22 1542 196
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 787 11 54 815 649 87 22 1542 196
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.85 0.85 0.85 0.84 0.80 0.80 0.84 0.86 0.77 0.86 0.83 0.77
Lanes: 0.34 0.33 0.33 2.00 0.17 0.83 2.00 2.00 1.00 1.00 3.00 1.00
Final Sat.: 541 541 541 3183 252 1259 3183 3281 1468 1641 4715 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.04 0.04 0.04 0.25 0.04 0.04 0.26 0.20 0.06 0.01 0.33 0.13
Crit Moves: **** **** **** ****
Green/Cycle: 0.16 0.05 0.05 0.28 0.16 0.16 0.28 0.52 0.52 0.13 0.36 0.36
Volume/Cap: 0.25 0.83 0.83 0.90 0.27 0.27 0.90 0.38 0.11 0.10 0.90 0.37
Uniform Del: 53.1 68.4 68.4 50.6 53.2 53.2 49.8 20.7 17.6 56.0 43.6 33.8
IncremntDel: 0.5 50.1 50.1 12.1 0.6 0.6 11.7 0.1 0.1 0.2 6.8 0.4
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 53.6 119 118.6 62.7 53.8 53.8 61.5 20.8 17.7 56.2 50.4 34.3
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 53.6 119 118.6 62.7 53.8 53.8 61.5 20.8 17.7 56.2 50.4 34.3
LOS by Move: D F F E D D E C B E D C
HCM2kAvgQ: 3 5 5 21 3 3 21 9 2 1 27 6
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 2 0 0 1 0 2 0 2 0 1 1 0 3 0 1
Lane Group: LTR LTR LTR L RT RT L T R L T R
#LnsInGrps: 1 1 1 2 1 1 2 2 1 1 3 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 23:36:34 2012 Page 20-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Proj (Project Subtracted)
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Include
Base Vol: 0 0 688***
Lanes: 0 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
920***
2
Cycle Time (sec): 150
0
0
0
Loss Time (sec): 4
0
2087 2
Critical V/C: 1.233
2 1966***
0
Avg Crit Del (sec/veh): 158.8
0
0 0
Avg Delay (sec/veh): 118.4
2 372
LOS: F
Lanes: 2 0 0 0 0
Base Vol: 323 0*** 0
Signal=Protect/Rights=Include
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 323 0 0 688 0 0 920 2087 0 372 1966 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: 323 0 0 688 0 0 920 2087 0 372 1966 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 351 0 0 748 0 0 1000 2268 0 404 2137 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 351 0 0 748 0 0 1000 2268 0 404 2137 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: 351 0 0 748 0 0 1000 2268 0 404 2137 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 0.00 2.00 0.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00
Final Sat.: 3183 0 0 3183 0 0 3183 3281 0 3183 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.11 0.00 0.00 0.23 0.00 0.00 0.31 0.69 0.00 0.13 0.65 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.00 0.00 0.19 0.00 0.00 0.25 0.66 0.00 0.12 0.53 0.00
Volume/Cap: 0.58 0.00 0.00 1.23 0.00 0.00 1.23 1.05 0.00 1.05 1.23 0.00
Uniform Del: 55.2 0.0 0.0 60.7 0.0 0.0 55.9 25.4 0.0 65.9 35.4 0.0
IncremntDel: 1.4 0.0 0.0 118.8 0.0 0.0 115.6 32.4 0.0 58.1 110 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 56.6 0.0 0.0 179.5 0.0 0.0 171.5 57.8 0.0 124.0 146 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: 56.6 0.0 0.0 179.5 0.0 0.0 171.5 57.8 0.0 124.0 146 0.0
LOS by Move: E A A F A A F E A F F A
HCM2kAvgQ: 8 0 0 29 0 0 38 66 0 14 78 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 0 2 0 0 0 0 2 0 2 0 0 2 0 2 0 0
Lane Group: L xxxx xxxx L xxxx xxxx L T xxxx L T xxxx
#LnsInGrps: 2 0 0 2 0 0 2 2 0 2 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Fri Aug 10 23:36:34 2012 Page 20-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM 2035 No Proj (Project Subtracted)
Intersection #9: Route 99 SB Ramp and Mariposa Signal=Protect/Rights=Include
Base Vol: 535 0 1537***
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 4
0
1908*** 1
Critical V/C: 2.226
2 1273
1
Avg Crit Del (sec/veh): 581.0
0
269 0
Avg Delay (sec/veh): 485.1
1 0***
LOS: F
Lanes: 1 0 0 0 1
Base Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 1537 0 535 0 1908 269 0 1273 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 1537 0 535 0 1908 269 0 1273 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 0 0 1671 0 582 0 2074 292 0 1384 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 1671 0 582 0 2074 292 0 1384 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 1671 0 582 0 2074 292 0 1384 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.85 1.00 0.85 1.00 0.85 0.85 1.00 0.86 1.00
Lanes: 1.00 0.00 1.00 0.74 0.00 0.26 0.00 1.75 0.25 1.00 2.00 0.00
Final Sat.: 1900 0 1900 1192 0 415 0 2821 398 1900 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 1.40 0.00 1.40 0.00 0.74 0.74 0.00 0.42 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.63 0.00 0.63 0.00 0.33 0.33 0.00 0.33 0.00
Volume/Cap: 0.00 0.00 0.00 2.23 0.00 2.23 0.00 2.23 2.23 0.00 1.28 0.00
Uniform Del: 0.0 0.0 0.0 18.5 0.0 18.5 0.0 33.5 33.5 0.0 33.5 0.0
IncremntDel: 0.0 0.0 0.0 554.9 0.0 554.9 0.0 555 554.7 0.0 132 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00
Delay/Veh: 0.0 0.0 0.0 573.4 0.0 573.4 0.0 588 588.2 0.0 165 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 573.4 0.0 573.4 0.0 588 588.2 0.0 165 0.0
LOS by Move: A A A F A F A F F A F A
HCM2kAvgQ: 0 0 0 219 0 219 0 122 122 0 41 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 1! 0 0 0 0 1 1 0 1 0 2 0 0
Lane Group: L xxxx R LTR LTR LTR xxxx RT RT L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 2 2 1 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Sep 04 17:20:00 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Proj (Project Subtracted) Intersection #10: Route 99 & Mariposa NB Off-Ramp & On-Ramp Signal=Protect/Rights=Include Base Vol: 0 0 0 Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
0
0 Cycle Time (sec): 80
2
2091
0
Loss Time (sec): 4
0
2787*** 3
Critical V/C: 0.975
2 1526
0
Avg Crit Del (sec/veh): 30.0
0
0 0
Avg Delay (sec/veh): 24.6
0 0***
LOS: C
Lanes: 1 0 0 0 2 Base Vol: 317 0 675*** Signal=Protect/Rights=Include Street Name: Route 99 Meriposa Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 317 0 675 0 0 0 0 2787 0 0 1526 2091 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 317 0 675 0 0 0 0 2787 0 0 1526 2091 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.00 PHF Volume: 345 0 734 0 0 0 0 3029 0 0 1659 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 0 734 0 0 0 0 3029 0 0 1659 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: 345 0 734 0 0 0 0 3029 0 0 1659 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 1.00 0.68 1.00 1.00 1.00 1.00 0.83 1.00 1.00 0.86 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 2.00 2.00 Final Sat.: 1641 0 2584 0 0 0 0 4715 0 0 3281 3344 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.28 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.51 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.29 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.66 0.00 Volume/Cap: 0.72 0.00 0.98 0.00 0.00 0.00 0.00 0.98 0.00 0.00 0.77 0.00 Uniform Del: 25.4 0.0 28.1 0.0 0.0 0.0 0.0 13.0 0.0 0.0 9.4 0.0 IncremntDel: 5.3 0.0 26.7 0.0 0.0 0.0 0.0 11.0 0.0 0.0 1.7 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 30.8 0.0 54.7 0.0 0.0 0.0 0.0 24.0 0.0 0.0 11.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.8 0.0 54.7 0.0 0.0 0.0 0.0 24.0 0.0 0.0 11.1 0.0 LOS by Move: C A D A A A A C A A B A HCM2kAvgQ: 9 0 16 0 0 0 0 25 0 0 16 0 Note: Queue reported is the number of cars per lane. ------------|---------------||---------------||---------------||---------------| HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 2 0 2 Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx xxxx T R #LnsInGrps: 1 0 2 0 0 0 0 3 0 0 2 2 ------------|---------------||---------------||---------------||---------------| HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 CrsswalkWid: 8 8 8 8 % Hev Veh: 10 10 10 10 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------|---------------||---------------||---------------||---------------|
Cumulative 2035
No Forward Landfill Project Scenario
AM/PM
COMPARE Thu Aug 09 18:45:46 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #1: Mariposa and Austin Signal=Permit/Rights=Include
Base Vol: 79 1498*** 40
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
20
1
Cycle Time (sec): 100
0
68
0
Loss Time (sec): 12
1
206*** 1
Critical V/C: 0.980
1 360
1
Avg Crit Del (sec/veh): 51.5
0
19 0
Avg Delay (sec/veh): 38.6
2 765***
LOS: D
Lanes: 1 0 2 0 2
Base Vol: 12 750 357
Signal=Permit/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 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 12 750 357 40 1498 79 20 206 19 765 360 68
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 12 750 357 40 1498 79 20 206 19 765 360 68
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 13 815 388 43 1628 86 22 224 21 832 391 74
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 13 815 388 43 1628 86 22 224 21 832 391 74
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 13 815 388 43 1628 86 22 224 21 832 391 74
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.07 0.86 0.68 0.25 0.86 0.86 0.86 0.85 0.85 0.84 0.84 0.84
Lanes: 1.00 2.00 2.00 1.00 1.90 0.10 1.00 1.83 0.17 2.00 1.68 0.32
Final Sat.: 130 3281 2584 471 3095 163 1641 2965 274 3183 2694 509
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.10 0.25 0.15 0.09 0.53 0.53 0.01 0.08 0.08 0.26 0.15 0.15
Crit Moves: **** **** ****
Green/Cycle: 0.54 0.54 0.80 0.54 0.54 0.54 0.11 0.08 0.08 0.27 0.23 0.23
Volume/Cap: 0.18 0.46 0.19 0.17 0.98 0.98 0.12 0.98 0.98 0.98 0.63 0.63
Uniform Del: 11.9 14.3 2.3 11.8 22.7 22.7 40.0 46.1 46.1 36.4 34.5 34.5
IncremntDel: 1.2 0.2 0.0 0.3 17.0 17.0 0.3 51.3 51.3 26.0 1.7 1.7
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 13.1 14.5 2.3 12.2 39.7 39.7 40.3 97.4 97.4 62.5 36.2 36.2
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: 13.1 14.5 2.3 12.2 39.7 39.7 40.3 97.4 97.4 62.5 36.2 36.2
LOS by Move: B B A B D D D F F E D D
HCM2kAvgQ: 0 8 2 1 32 32 1 7 7 19 8 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 2 0 2 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0
Lane Group: L T R L RT RT L RT RT L RT RT
#LnsInGrps: 1 2 2 1 2 2 1 2 2 2 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 18:45:46 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #2: Austin Road and Arch Road Signal=Permit/Rights=Overlap
Base Vol: 1545*** 734 20
Lanes: 2 0 2 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
731***
2
Cycle Time (sec): 100
1
20
0
Loss Time (sec): 8
0
20 0
Critical V/C: 0.735
0 20***
1
Avg Crit Del (sec/veh): 14.7
1
194 0
Avg Delay (sec/veh): 15.8
0 20
LOS: B
Lanes: 1 0 1 1 0
Base Vol: 105 385 20
Signal=Permit/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 105 385 20 20 734 1545 731 20 194 20 20 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 105 385 20 20 734 1545 731 20 194 20 20 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 114 418 22 22 798 1679 795 22 211 22 22 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 114 418 22 22 798 1679 795 22 211 22 22 22
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 114 418 22 22 798 1679 795 22 211 22 22 22
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.31 0.86 0.86 0.45 0.86 0.68 0.84 0.79 0.79 0.89 0.89 0.77
Lanes: 1.00 1.90 0.10 1.00 2.00 2.00 2.00 0.09 0.91 0.50 0.50 1.00
Final Sat.: 582 3098 161 853 3281 2584 3183 139 1353 843 843 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.20 0.14 0.14 0.03 0.24 0.65 0.25 0.16 0.16 0.03 0.03 0.01
Crit Moves: **** **** ****
Green/Cycle: 0.52 0.52 0.52 0.52 0.52 0.85 0.33 0.27 0.27 0.12 0.07 0.07
Volume/Cap: 0.37 0.26 0.26 0.05 0.46 0.76 0.76 0.57 0.57 0.21 0.37 0.21
Uniform Del: 14.1 13.1 13.1 11.6 15.0 3.2 30.2 31.3 31.3 39.5 44.4 43.9
IncremntDel: 0.8 0.1 0.1 0.0 0.2 1.7 3.4 1.9 1.9 0.5 1.9 1.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 14.9 13.2 13.2 11.7 15.2 4.9 33.7 33.2 33.2 40.0 46.3 44.9
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: 14.9 13.2 13.2 11.7 15.2 4.9 33.7 33.2 33.2 40.0 46.3 44.9
LOS by Move: B B B B B A C C C D D D
HCM2kAvgQ: 2 4 4 0 7 12 12 6 6 1 2 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 1 1 0 1 0 2 0 2 2 0 0 1 0 0 1 0 0 1
Lane Group: L RT RT L T R L RT RT LT LT R
#LnsInGrps: 1 2 2 1 2 2 2 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 18:45:46 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
AM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #3: Austin and Proj Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 0 352 0
Lanes: 0 1 1 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.000
0 0
0
Avg Crit Del (sec/veh): 0.0
0
0 1
Avg Delay (sec/veh): 0.0
0 0
LOS: A
Lanes: 0 1 1 0 0
Base Vol: 0 182 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Rd Proj Site Driveway
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: 0 182 0 0 352 0 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 182 0 0 352 0 0 0 0 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 198 0 0 383 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 198 0 0 383 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.0 xxxx 7.1 xxxxx xxxx xxxxx
FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 482 xxxx 191 xxxx xxxx xxxxx
Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 494 xxxx 794 xxxx xxxx xxxxx
Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 494 xxxx 794 xxxx xxxx xxxxx
Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx 0.00 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * * * * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
ApproachLOS: * * * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 0%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Aug 09 18:45:46 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
AM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #4: Austin and French Camp Signal=Stop/Rights=Include
Base Vol: 0 18*** 7
Lanes: 0 0 1! 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
12
0
Loss Time (sec): 0
0
414*** 1!
Critical V/C: 0.821
1! 517
0
Avg Crit Del (sec/veh): 21.0
0
20 0
Avg Delay (sec/veh): 21.0
0 20***
LOS: C
Lanes: 0 0 1! 0 0
Base Vol: 20*** 18 20
Signal=Stop/Rights=Include
Street Name: Austin Rd French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 18 20 7 18 0 0 414 20 20 517 12
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 20 18 20 7 18 0 0 414 20 20 517 12
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 20 22 8 20 0 0 450 22 22 562 13
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 20 22 8 20 0 0 450 22 22 562 13
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 20 22 8 20 0 0 450 22 22 562 13
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.35 0.31 0.34 0.28 0.72 0.00 0.00 0.95 0.05 0.04 0.94 0.02
Final Sat.: 178 160 178 136 351 0 0 674 33 26 685 16
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.12 0.12 0.12 0.06 0.06 xxxx xxxx 0.67 0.67 0.82 0.82 0.82
Crit Moves: **** **** **** ****
Delay/Veh: 10.1 10.1 10.1 10.0 10.0 0.0 0.0 17.2 17.2 25.7 25.7 25.7
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 10.1 10.1 10.1 10.0 10.0 0.0 0.0 17.2 17.2 25.7 25.7 25.7
LOS by Move: B B B A A * * C C D D D
ApproachDel: 10.1 10.0 17.2 25.7
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 10.1 10.0 17.2 25.7
LOS by Appr: B A C D
AllWayAvgQ: 0.1 0.1 0.1 0.0 0.0 0.0 1.8 1.8 1.8 3.6 3.6 3.6
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Mon Jul 30 12:21:36 2012 Page 20-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Include
Base Vol: 1092*** 20 9
Lanes: 1 0 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
10
1
Cycle Time (sec): 105
2
444
0
Loss Time (sec): 4
0
1653*** 1
Critical V/C: 1.472
2 531
1
Avg Crit Del (sec/veh): 319.7
0
20 0
Avg Delay (sec/veh): 243.9
1 10***
LOS: F
Lanes: 0 0 1! 0 0
Base Vol: 31*** 38 2
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 31 38 2 9 20 1092 10 1653 20 10 531 444
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 31 38 2 9 20 1092 10 1653 20 10 531 444
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 34 41 2 10 22 1187 11 1797 22 11 577 483
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 34 41 2 10 22 1187 11 1797 22 11 577 483
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 34 41 2 10 22 1187 11 1797 22 11 577 483
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.89 0.89 0.89 0.86 0.91 0.77 0.86 0.86 0.86 0.86 0.86 0.68
Lanes: 0.44 0.53 0.03 1.00 1.00 1.00 1.00 1.98 0.02 1.00 2.00 2.00
Final Sat.: 735 901 47 1641 1727 1468 1641 3236 39 1641 3281 2584
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.05 0.05 0.05 0.01 0.01 0.81 0.01 0.56 0.56 0.01 0.18 0.19
Crit Moves: **** **** **** ****
Green/Cycle: 0.07 0.28 0.28 0.28 0.49 0.49 0.11 0.34 0.34 0.07 0.30 0.30
Volume/Cap: 0.69 0.16 0.16 0.02 0.03 1.65 0.06 1.65 1.65 0.10 0.59 0.63
Uniform Del: 47.9 28.6 28.6 27.5 13.8 26.7 42.2 34.8 34.8 46.0 31.4 31.8
IncremntDel: 16.4 0.2 0.2 0.0 0.0 296.9 0.2 295 294.8 0.4 1.0 1.7
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 64.3 28.8 28.8 27.5 13.8 323.6 42.4 330 329.6 46.4 32.4 33.5
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 64.3 28.8 28.8 27.5 13.8 323.6 42.4 330 329.6 46.4 32.4 33.5
LOS by Move: E C C C B F D F F D C C
HCM2kAvgQ: 4 2 2 0 0 95 0 77 77 0 9 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 1 1 0 1 0 2 0 2
Lane Group: LTR LTR LTR L T R L RT RT L T R
#LnsInGrps: 1 1 1 1 1 1 1 2 2 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:21:36 2012 Page 20-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 18 10 1049***
Lanes: 0 1 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
772***
2
Cycle Time (sec): 145
1
107
0
Loss Time (sec): 4
0
606 2
Critical V/C: 1.040
3 1515***
0
Avg Crit Del (sec/veh): 90.8
0
30 1
Avg Delay (sec/veh): 78.7
1 20
LOS: E
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 1049 10 18 772 606 30 20 1515 107
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 20 20 20 1049 10 18 772 606 30 20 1515 107
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 1140 11 20 839 659 33 22 1647 116
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 1140 11 20 839 659 33 22 1647 116
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 1140 11 20 839 659 33 22 1647 116
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.85 0.85 0.85 0.84 0.82 0.82 0.84 0.86 0.77 0.86 0.83 0.77
Lanes: 0.34 0.33 0.33 2.00 0.36 0.64 2.00 2.00 1.00 1.00 3.00 1.00
Final Sat.: 541 541 541 3183 558 1004 3183 3281 1468 1641 4715 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.04 0.04 0.04 0.36 0.02 0.02 0.26 0.20 0.02 0.01 0.35 0.08
Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.05 0.05 0.34 0.19 0.19 0.25 0.47 0.47 0.11 0.33 0.33
Volume/Cap: 0.21 0.83 0.83 1.05 0.10 0.10 1.05 0.43 0.05 0.12 1.05 0.24
Uniform Del: 49.0 68.4 68.4 47.8 48.0 48.0 54.3 25.5 20.8 57.8 48.4 35.1
IncremntDel: 0.3 50.1 50.1 41.7 0.1 0.1 46.0 0.2 0.0 0.3 37.4 0.3
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 49.3 119 118.6 89.5 48.1 48.1 100.3 25.7 20.8 58.1 85.8 35.3
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: 49.3 119 118.6 89.5 48.1 48.1 100.3 25.7 20.8 58.1 85.8 35.3
LOS by Move: D F F F D D F C C E F D
HCM2kAvgQ: 2 5 5 34 1 1 26 10 1 1 35 4
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 2 0 0 1 0 2 0 2 0 1 1 0 3 0 1
Lane Group: LTR LTR LTR L RT RT L T R L T R
#LnsInGrps: 1 1 1 2 1 1 2 2 1 1 3 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:21:36 2012 Page 20-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Include
Base Vol: 0 0 1406***
Lanes: 0 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
330
2
Cycle Time (sec): 150
0
0
0
Loss Time (sec): 4
0
1931*** 2
Critical V/C: 1.260
2 1483
0
Avg Crit Del (sec/veh): 167.9
0
0 0
Avg Delay (sec/veh): 131.7
2 313***
LOS: F
Lanes: 2 0 0 0 0
Base Vol: 322 0*** 0
Signal=Protect/Rights=Include
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 322 0 0 1406 0 0 330 1931 0 313 1483 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: 322 0 0 1406 0 0 330 1931 0 313 1483 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 350 0 0 1528 0 0 359 2099 0 340 1612 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 350 0 0 1528 0 0 359 2099 0 340 1612 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: 350 0 0 1528 0 0 359 2099 0 340 1612 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 0.00 2.00 0.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00
Final Sat.: 3183 0 0 3183 0 0 3183 3281 0 3183 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.11 0.00 0.00 0.48 0.00 0.00 0.11 0.64 0.00 0.11 0.49 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.38 0.00 0.00 0.38 0.00 0.00 0.11 0.51 0.00 0.08 0.48 0.00
Volume/Cap: 0.29 0.00 0.00 1.26 0.00 0.00 1.02 1.26 0.00 1.26 1.02 0.00
Uniform Del: 32.3 0.0 0.0 46.4 0.0 0.0 66.7 36.9 0.0 68.6 38.9 0.0
IncremntDel: 0.1 0.0 0.0 123.9 0.0 0.0 53.0 122 0.0 143.5 27.7 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 32.4 0.0 0.0 170.3 0.0 0.0 119.7 159 0.0 212.1 66.5 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 32.4 0.0 0.0 170.3 0.0 0.0 119.7 159 0.0 212.1 66.5 0.0
LOS by Move: C A A F A A F F A F E A
HCM2kAvgQ: 6 0 0 57 0 0 13 79 0 15 47 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 0 2 0 0 0 0 2 0 2 0 0 2 0 2 0 0
Lane Group: L xxxx xxxx L xxxx xxxx L T xxxx L T xxxx
#LnsInGrps: 2 0 0 2 0 0 2 2 0 2 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:21:36 2012 Page 20-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
AM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #8: Route 99 SB Ramp and Mariposa Signal=Protect/Rights=Include
Base Vol: 726 0 1603***
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 4
0
1183*** 1
Critical V/C: 2.144
2 1145
1
Avg Crit Del (sec/veh): 541.2
0
220 0
Avg Delay (sec/veh): 499.4
1 0***
LOS: F
Lanes: 1 0 0 0 1
Base Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 1603 0 726 0 1183 220 0 1145 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 1603 0 726 0 1183 220 0 1145 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 0 0 1742 0 789 0 1286 239 0 1245 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 1742 0 789 0 1286 239 0 1245 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 1742 0 789 0 1286 239 0 1245 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.84 1.00 0.84 1.00 0.84 0.84 1.00 0.86 1.00
Lanes: 1.00 0.00 1.00 0.69 0.00 0.31 0.00 1.69 0.31 1.00 2.00 0.00
Final Sat.: 1900 0 1900 1101 0 499 0 2701 502 1900 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 1.58 0.00 1.58 0.00 0.48 0.48 0.00 0.38 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.74 0.00 0.74 0.00 0.22 0.22 0.00 0.22 0.00
Volume/Cap: 0.00 0.00 0.00 2.14 0.00 2.14 0.00 2.14 2.14 0.00 1.71 0.00
Uniform Del: 0.0 0.0 0.0 13.1 0.0 13.1 0.0 38.9 38.9 0.0 38.9 0.0
IncremntDel: 0.0 0.0 0.0 517.7 0.0 517.7 0.0 520 519.6 0.0 324 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00
Delay/Veh: 0.0 0.0 0.0 530.8 0.0 530.8 0.0 558 558.5 0.0 363 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 530.8 0.0 530.8 0.0 558 558.5 0.0 363 0.0
LOS by Move: A A A F A F A F F A F A
HCM2kAvgQ: 0 0 0 241 0 241 0 78 78 0 53 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 1! 0 0 0 0 1 1 0 1 0 2 0 0
Lane Group: L xxxx R LTR LTR LTR xxxx RT RT L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 2 2 1 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Sep 04 18:16:07 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
AM 2035 No Forward Landfill Proj (Ex Proj Subtracted) Intersection #10: Route 99 & Meriposa NB Off-Ramp & On-Ramp Signal=Protect/Rights=Include Base Vol: 0 0 0 Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
0
0 Cycle Time (sec): 80
2
1618
0
Loss Time (sec): 4
0
2573*** 3
Critical V/C: 0.845
2 1546
0
Avg Crit Del (sec/veh): 15.4
0
0 0
Avg Delay (sec/veh): 13.9
0 0***
LOS: B
Lanes: 1 0 0 0 2 Base Vol: 229 0 499*** Signal=Protect/Rights=Include Street Name: Route 99 Meriposa Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 229 0 499 0 0 0 0 2573 0 0 1546 1618 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 0 499 0 0 0 0 2573 0 0 1546 1618 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.00 PHF Volume: 249 0 542 0 0 0 0 2797 0 0 1680 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 249 0 542 0 0 0 0 2797 0 0 1680 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: 249 0 542 0 0 0 0 2797 0 0 1680 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 1.00 0.68 1.00 1.00 1.00 1.00 0.83 1.00 1.00 0.86 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 2.00 2.00 Final Sat.: 1641 0 2584 0 0 0 0 4715 0 0 3281 3344 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.00 0.21 0.00 0.00 0.00 0.00 0.59 0.00 0.00 0.51 0.00 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.25 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0.70 0.00 Volume/Cap: 0.61 0.00 0.85 0.00 0.00 0.00 0.00 0.85 0.00 0.00 0.73 0.00 Uniform Del: 26.6 0.0 28.6 0.0 0.0 0.0 0.0 8.8 0.0 0.0 7.3 0.0 IncremntDel: 2.7 0.0 10.1 0.0 0.0 0.0 0.0 2.2 0.0 0.0 1.2 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 29.4 0.0 38.7 0.0 0.0 0.0 0.0 10.9 0.0 0.0 8.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.4 0.0 38.7 0.0 0.0 0.0 0.0 10.9 0.0 0.0 8.5 0.0 LOS by Move: C A D A A A A B A A A A HCM2kAvgQ: 6 0 10 0 0 0 0 17 0 0 15 0 Note: Queue reported is the number of cars per lane. ------------|---------------||---------------||---------------||---------------| HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 2 0 2 Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx xxxx T R #LnsInGrps: 1 0 2 0 0 0 0 3 0 0 2 2 ------------|---------------||---------------||---------------||---------------| HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 CrsswalkWid: 8 8 8 8 % Hev Veh: 10 10 10 10 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 18:48:49 2012 Page 17-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #1: Mariposa and Austin Signal=Permit/Rights=Include
Base Vol: 95 1293 75***
Lanes: 0 1 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
126
1
Cycle Time (sec): 100
0
62
0
Loss Time (sec): 12
1
373*** 1
Critical V/C: 1.179
1 310
1
Avg Crit Del (sec/veh): 144.2
0
43 0
Avg Delay (sec/veh): 55.8
2 626***
LOS: E
Lanes: 1 0 2 0 2
Base Vol: 50 1829 745
Signal=Permit/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 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 50 1829 745 75 1293 95 126 373 43 626 310 62
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 50 1829 745 75 1293 95 126 373 43 626 310 62
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 54 1988 810 82 1405 103 137 405 47 680 337 67
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 54 1988 810 82 1405 103 137 405 47 680 337 67
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 54 1988 810 82 1405 103 137 405 47 680 337 67
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.08 0.86 0.68 0.06 0.85 0.85 0.86 0.85 0.85 0.84 0.84 0.84
Lanes: 1.00 2.00 2.00 1.00 1.86 0.14 1.00 1.79 0.21 2.00 1.67 0.33
Final Sat.: 149 3281 2584 119 3026 222 1641 2898 334 3183 2666 533
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.37 0.61 0.31 0.68 0.46 0.46 0.08 0.14 0.14 0.21 0.13 0.13
Crit Moves: **** **** ****
Green/Cycle: 0.58 0.58 0.76 0.58 0.58 0.58 0.12 0.12 0.12 0.18 0.18 0.18
Volume/Cap: 0.63 1.04 0.41 1.13 0.80 0.80 0.70 1.18 1.18 1.18 0.70 0.70
Uniform Del: 13.9 21.0 4.1 21.0 16.5 16.5 42.3 44.1 44.1 40.9 38.4 38.4
IncremntDel: 14.1 33.3 0.1 146.5 2.5 2.5 10.7 105 104.5 97.6 3.8 3.8
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 28.0 54.3 4.3 167.5 19.0 19.0 53.0 149 148.6 138.6 42.2 42.2
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 28.0 54.3 4.3 167.5 19.0 19.0 53.0 149 148.6 138.6 42.2 42.2
LOS by Move: C D A F B B D F F F D D
HCM2kAvgQ: 2 44 5 4 20 20 6 15 15 20 8 8
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 2 0 2 1 0 1 1 0 1 0 1 1 0 2 0 1 1 0
Lane Group: L T R L RT RT L RT RT L RT RT
#LnsInGrps: 1 2 2 1 2 2 1 2 2 2 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 18:48:49 2012 Page 17-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #2: Austin Road and Arch Road Signal=Permit/Rights=Overlap
Base Vol: 1157 803 20
Lanes: 2 0 2 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
1560***
2
Cycle Time (sec): 100
1
20
0
Loss Time (sec): 8
0
20 0
Critical V/C: 1.456
0 20***
1
Avg Crit Del (sec/veh): 279.5
1
276 0
Avg Delay (sec/veh): 109.8
0 20
LOS: F
Lanes: 1 0 1 1 0
Base Vol: 288*** 1062 20
Signal=Permit/Rights=Include
Street Name: Austin Road Arch Road
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 4.0 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: 288 1062 20 20 803 1157 1560 20 276 20 20 20
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 288 1062 20 20 803 1157 1560 20 276 20 20 20
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 313 1154 22 22 873 1258 1696 22 300 22 22 22
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 313 1154 22 22 873 1258 1696 22 300 22 22 22
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 313 1154 22 22 873 1258 1696 22 300 22 22 22
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.21 0.86 0.86 0.12 0.86 0.68 0.84 0.78 0.78 0.89 0.89 0.77
Lanes: 1.00 1.96 0.04 1.00 2.00 2.00 2.00 0.07 0.93 0.50 0.50 1.00
Final Sat.: 401 3211 60 225 3281 2584 3183 100 1385 843 843 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.78 0.36 0.36 0.10 0.27 0.49 0.53 0.22 0.22 0.03 0.03 0.01
Crit Moves: **** **** ****
Green/Cycle: 0.51 0.51 0.51 0.51 0.51 0.85 0.34 0.31 0.31 0.10 0.07 0.07
Volume/Cap: 1.55 0.71 0.71 0.19 0.53 0.57 1.55 0.69 0.69 0.25 0.37 0.21
Uniform Del: 24.7 19.1 19.1 13.5 16.7 2.2 32.8 30.1 30.1 41.5 44.4 43.9
IncremntDel:268.7 1.5 1.5 0.8 0.3 0.4 250.2 4.4 4.4 0.8 1.9 1.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 293.4 20.6 20.6 14.4 17.0 2.6 283.0 34.5 34.5 42.2 46.3 44.9
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: 293.4 20.6 20.6 14.4 17.0 2.6 283.0 34.5 34.5 42.2 46.3 44.9
LOS by Move: F C C B B A F C C D D D
HCM2kAvgQ: 25 16 16 0 9 6 64 9 9 1 2 1
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 1 1 0 1 0 2 0 2 2 0 0 1 0 0 1 0 0 1
Lane Group: L RT RT L T R L RT RT LT LT R
#LnsInGrps: 1 2 2 1 2 2 2 1 1 1 1 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Thu Aug 09 18:48:49 2012 Page 17-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Unsignalized (alternative)
PM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #3: Austin and Proj Site Driveway Signal=Uncontrol/Rights=Include
Base Vol: 0 377 0
Lanes: 0 1 1 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
1
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 0
0
0 0
Critical V/C: 0.000
0 0
0
Avg Crit Del (sec/veh): 0.0
0
0 1
Avg Delay (sec/veh): 0.0
0 0
LOS: A
Lanes: 0 1 1 0 0
Base Vol: 0 522 0
Signal=Uncontrol/Rights=Include
Street Name: Austin Rd Proj Site Driveway
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: 0 522 0 0 377 0 0 0 0 0 0 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 522 0 0 377 0 0 0 0 0 0 0
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 567 0 0 410 0 0 0 0 0 0 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
FinalVolume: 0 567 0 0 410 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Critical Gap Module:
Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.0 xxxx 7.1 xxxxx xxxx xxxxx
FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.6 xxxx 3.4 xxxxx xxxx xxxxx
------------|---------------||---------------||---------------||---------------|
Capacity Module:
Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 693 xxxx 205 xxxx xxxx xxxxx
Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 360 xxxx 777 xxxx xxxx xxxxx
Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 360 xxxx 777 xxxx xxxx xxxxx
Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.00 xxxx 0.00 xxxx xxxx xxxx
------------|---------------||---------------||---------------||---------------|
Level Of Service Module:
2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
LOS by Move: * * * * * * * * * * * *
Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT
Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx
SharedQueue: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shrd ConDel: 7.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx
Shared LOS: A * * * * * * * * * * *
ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx
ApproachLOS: * * * *
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
HevVeh: 10% 10% 10% 0%
Grade: 0% 0% 0% 0%
Peds/Hour: 0 0 0 0
Pedestrian Walk Speed: 4.00 feet/sec
LaneWidth: 12 feet 12 feet 12 feet 12 feet
Time Period: 0.25 hour
-----------|----------------|----------------|----------------|----------------|
COMPARE Thu Aug 09 18:48:49 2012 Page 17-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM 4-Way Stop (alternative)
PM Cum 2035 No Forward Landfill Proj (Ex Proj Traffic Subtracted
Intersection #4: Austin and French Camp Signal=Stop/Rights=Include
Base Vol: 10*** 19 8
Lanes: 0 0 1! 0 0
Signal=Stop
Signal=Stop
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
14***
0
Cycle Time (sec): 100
0
10
0
Loss Time (sec): 0
0
495 1!
Critical V/C: 0.820
1! 488***
0
Avg Crit Del (sec/veh): 24.5
0
20 0
Avg Delay (sec/veh): 24.5
0 20
LOS: C
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Stop/Rights=Include
Street Name: Austin Rd French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 8 19 10 14 495 20 20 488 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: 20 20 20 8 19 10 14 495 20 20 488 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 9 21 11 15 538 22 22 530 11
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 9 21 11 15 538 22 22 530 11
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 9 21 11 15 538 22 22 530 11
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lanes: 0.34 0.33 0.33 0.22 0.51 0.27 0.03 0.93 0.04 0.04 0.94 0.02
Final Sat.: 169 169 169 107 254 134 19 656 27 27 657 13
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.13 0.13 0.13 0.08 0.08 0.08 0.82 0.82 0.82 0.81 0.81 0.81
Crit Moves: **** **** **** ****
Delay/Veh: 10.5 10.5 10.5 10.2 10.2 10.2 26.3 26.3 26.3 25.3 25.3 25.3
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 10.5 10.5 10.5 10.2 10.2 10.2 26.3 26.3 26.3 25.3 25.3 25.3
LOS by Move: B B B B B B D D D D D D
ApproachDel: 10.5 10.2 26.3 25.3
Delay Adj: 1.00 1.00 1.00 1.00
ApprAdjDel: 10.5 10.2 26.3 25.3
LOS by Appr: B B D D
AllWayAvgQ: 0.1 0.1 0.1 0.1 0.1 0.1 3.5 3.5 3.5 3.3 3.3 3.3
Note: Queue reported is the number of cars per lane.
-----------|----------------|----------------|----------------|----------------|
Time Period: 0.25 hour
HevVeh: 10% 10% 10% 10%
Alpha Value: 0.01
-----------|----------------|----------------|----------------|----------------|
COMPARE Mon Jul 30 12:23:04 2012 Page 20-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #5: Route 99 and French Camp Rd NB Ramp Signal=Protect/Rights=Include
Base Vol: 690*** 20 145
Lanes: 1 0 1 0 1
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
55***
1
Cycle Time (sec): 105
2
1057***
0
Loss Time (sec): 4
0
1281 1
Critical V/C: 1.067
2 904
1
Avg Crit Del (sec/veh): 110.1
0
20 0
Avg Delay (sec/veh): 85.9
1 10
LOS: F
Lanes: 0 0 1! 0 0
Base Vol: 27*** 21 5
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 27 21 5 145 20 690 55 1281 20 10 904 1057
Growth Adj: 1.00 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 21 5 145 20 690 55 1281 20 10 904 1057
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 29 23 5 158 22 750 60 1392 22 11 983 1149
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 29 23 5 158 22 750 60 1392 22 11 983 1149
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 29 23 5 158 22 750 60 1392 22 11 983 1149
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.87 0.87 0.87 0.86 0.91 0.77 0.86 0.86 0.86 0.86 0.86 0.68
Lanes: 0.51 0.40 0.09 1.00 1.00 1.00 1.00 1.97 0.03 1.00 2.00 2.00
Final Sat.: 847 659 157 1641 1727 1468 1641 3225 50 1641 3281 2584
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.03 0.03 0.03 0.10 0.01 0.51 0.04 0.43 0.43 0.01 0.30 0.44
Crit Moves: **** **** **** ****
Green/Cycle: 0.07 0.21 0.21 0.30 0.44 0.44 0.07 0.39 0.39 0.07 0.39 0.39
Volume/Cap: 0.52 0.17 0.17 0.32 0.03 1.15 0.55 1.12 1.12 0.10 0.78 1.15
Uniform Del: 47.4 34.0 34.0 28.4 16.5 29.2 47.5 32.3 32.3 46.0 28.3 32.3
IncremntDel: 4.3 0.2 0.2 0.4 0.0 85.7 5.7 65.0 65.0 0.4 3.1 80.6
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 51.7 34.3 34.3 28.8 16.5 115.0 53.1 97.3 97.3 46.4 31.4 112.9
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 51.7 34.3 34.3 28.8 16.5 115.0 53.1 97.3 97.3 46.4 31.4 112.9
LOS by Move: D C C C B F D F F D C F
HCM2kAvgQ: 3 2 2 4 0 40 3 38 38 0 16 35
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 1 1 0 1 0 2 0 2
Lane Group: LTR LTR LTR L T R L RT RT L T R
#LnsInGrps: 1 1 1 1 1 1 1 2 2 1 2 2
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:23:04 2012 Page 20-2
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #6: Route 99 and French Camp Rd SB Ramp Signal=Protect/Rights=Include
Base Vol: 50 10 724***
Lanes: 0 1 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
750***
2
Cycle Time (sec): 145
1
179
0
Loss Time (sec): 4
0
597 2
Critical V/C: 0.895
3 1419***
0
Avg Crit Del (sec/veh): 57.6
0
80 1
Avg Delay (sec/veh): 49.7
1 20
LOS: D
Lanes: 0 0 1! 0 0
Base Vol: 20 20*** 20
Signal=Protect/Rights=Include
Street Name: Route 99 French Camp Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 20 20 20 724 10 50 750 597 80 20 1419 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: 20 20 20 724 10 50 750 597 80 20 1419 179
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 22 22 22 787 11 54 815 649 87 22 1542 195
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 22 22 22 787 11 54 815 649 87 22 1542 195
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 22 22 22 787 11 54 815 649 87 22 1542 195
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.85 0.85 0.85 0.84 0.80 0.80 0.84 0.86 0.77 0.86 0.83 0.77
Lanes: 0.34 0.33 0.33 2.00 0.17 0.83 2.00 2.00 1.00 1.00 3.00 1.00
Final Sat.: 541 541 541 3183 252 1259 3183 3281 1468 1641 4715 1468
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.04 0.04 0.04 0.25 0.04 0.04 0.26 0.20 0.06 0.01 0.33 0.13
Crit Moves: **** **** **** ****
Green/Cycle: 0.16 0.05 0.05 0.28 0.16 0.16 0.28 0.52 0.52 0.13 0.36 0.36
Volume/Cap: 0.25 0.83 0.83 0.90 0.27 0.27 0.90 0.38 0.11 0.10 0.90 0.36
Uniform Del: 53.1 68.4 68.4 50.6 53.2 53.2 49.8 20.7 17.6 56.0 43.6 33.8
IncremntDel: 0.5 50.1 50.1 12.1 0.6 0.6 11.7 0.1 0.1 0.2 6.8 0.4
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Delay/Veh: 53.6 119 118.6 62.7 53.8 53.8 61.5 20.8 17.7 56.2 50.4 34.2
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 53.6 119 118.6 62.7 53.8 53.8 61.5 20.8 17.7 56.2 50.4 34.2
LOS by Move: D F F E D D E C B E D C
HCM2kAvgQ: 3 5 5 21 3 3 21 9 2 1 27 6
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 0 0 1! 0 0 2 0 0 1 0 2 0 2 0 1 1 0 3 0 1
Lane Group: LTR LTR LTR L RT RT L T R L T R
#LnsInGrps: 1 1 1 2 1 1 2 2 1 1 3 1
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:23:04 2012 Page 20-3
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #7: Route 99 and Arch Rd Signal=Protect/Rights=Include
Base Vol: 0 0 690***
Lanes: 0 0 0 0 2
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
920***
2
Cycle Time (sec): 150
0
0
0
Loss Time (sec): 4
0
2088 2
Critical V/C: 1.234
2 1966***
0
Avg Crit Del (sec/veh): 159.1
0
0 0
Avg Delay (sec/veh): 118.7
2 372
LOS: F
Lanes: 2 0 0 0 0
Base Vol: 323 0*** 0
Signal=Protect/Rights=Include
Street Name: Route 99 Arch Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 323 0 0 690 0 0 920 2088 0 372 1966 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: 323 0 0 690 0 0 920 2088 0 372 1966 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 351 0 0 750 0 0 1000 2270 0 404 2137 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 351 0 0 750 0 0 1000 2270 0 404 2137 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: 351 0 0 750 0 0 1000 2270 0 404 2137 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 0.84 1.00 1.00 0.84 1.00 1.00 0.84 0.86 1.00 0.84 0.86 1.00
Lanes: 2.00 0.00 0.00 2.00 0.00 0.00 2.00 2.00 0.00 2.00 2.00 0.00
Final Sat.: 3183 0 0 3183 0 0 3183 3281 0 3183 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.11 0.00 0.00 0.24 0.00 0.00 0.31 0.69 0.00 0.13 0.65 0.00
Crit Moves: **** **** **** ****
Green/Cycle: 0.19 0.00 0.00 0.19 0.00 0.00 0.25 0.66 0.00 0.12 0.53 0.00
Volume/Cap: 0.58 0.00 0.00 1.23 0.00 0.00 1.23 1.05 0.00 1.05 1.23 0.00
Uniform Del: 55.2 0.0 0.0 60.7 0.0 0.0 55.9 25.4 0.0 65.9 35.4 0.0
IncremntDel: 1.4 0.0 0.0 119.1 0.0 0.0 115.9 32.8 0.0 58.4 110 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Delay/Veh: 56.6 0.0 0.0 179.7 0.0 0.0 171.8 58.2 0.0 124.3 146 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: 56.6 0.0 0.0 179.7 0.0 0.0 171.8 58.2 0.0 124.3 146 0.0
LOS by Move: E A A F A A F E A F F A
HCM2kAvgQ: 8 0 0 29 0 0 38 66 0 14 78 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 2 0 0 0 0 2 0 0 0 0 2 0 2 0 0 2 0 2 0 0
Lane Group: L xxxx xxxx L xxxx xxxx L T xxxx L T xxxx
#LnsInGrps: 2 0 0 2 0 0 2 2 0 2 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Mon Jul 30 12:23:04 2012 Page 20-4
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (alternative)
PM 2035 No Forward Landfill Proj (Ex Proj Subtracted)
Intersection #8: Route 99 SB Ramp and Mariposa Signal=Protect/Rights=Include
Base Vol: 535 0 1537***
Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Base Vol:
0
0
Cycle Time (sec): 100
0
0
0
Loss Time (sec): 4
0
1909*** 1
Critical V/C: 2.226
2 1273
1
Avg Crit Del (sec/veh): 581.1
0
269 0
Avg Delay (sec/veh): 485.2
1 0***
LOS: F
Lanes: 1 0 0 0 1
Base Vol: 0 0 0
Signal=Protect/Rights=Include
Street Name: Route 99 Mariposa Rd
Approach: North Bound South Bound East Bound West Bound
Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------|
Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7
Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3
------------|---------------||---------------||---------------||---------------|
Volume Module:
Base Vol: 0 0 0 1537 0 535 0 1909 269 0 1273 0
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Initial Bse: 0 0 0 1537 0 535 0 1909 269 0 1273 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
PHF Volume: 0 0 0 1671 0 582 0 2075 292 0 1384 0
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 0 0 0 1671 0 582 0 2075 292 0 1384 0
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
FinalVolume: 0 0 0 1671 0 582 0 2075 292 0 1384 0
------------|---------------||---------------||---------------||---------------|
Saturation Flow Module:
Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adjustment: 1.00 1.00 1.00 0.85 1.00 0.85 1.00 0.85 0.85 1.00 0.86 1.00
Lanes: 1.00 0.00 1.00 0.74 0.00 0.26 0.00 1.75 0.25 1.00 2.00 0.00
Final Sat.: 1900 0 1900 1192 0 415 0 2822 398 1900 3281 0
------------|---------------||---------------||---------------||---------------|
Capacity Analysis Module:
Vol/Sat: 0.00 0.00 0.00 1.40 0.00 1.40 0.00 0.74 0.74 0.00 0.42 0.00
Crit Moves: **** **** ****
Green/Cycle: 0.00 0.00 0.00 0.63 0.00 0.63 0.00 0.33 0.33 0.00 0.33 0.00
Volume/Cap: 0.00 0.00 0.00 2.23 0.00 2.23 0.00 2.23 2.23 0.00 1.28 0.00
Uniform Del: 0.0 0.0 0.0 18.5 0.0 18.5 0.0 33.5 33.5 0.0 33.5 0.0
IncremntDel: 0.0 0.0 0.0 555.0 0.0 555.0 0.0 555 554.9 0.0 132 0.0
InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00
Delay/Veh: 0.0 0.0 0.0 573.5 0.0 573.5 0.0 588 588.3 0.0 165 0.0
User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
AdjDel/Veh: 0.0 0.0 0.0 573.5 0.0 573.5 0.0 588 588.3 0.0 165 0.0
LOS by Move: A A A F A F A F F A F A
HCM2kAvgQ: 0 0 0 219 0 219 0 122 122 0 41 0
Note: Queue reported is the number of cars per lane.
------------|---------------||---------------||---------------||---------------|
HCM Ops Adjusted Lane Utilization Module:
Lanes: 1 0 0 0 1 0 0 1! 0 0 0 0 1 1 0 1 0 2 0 0
Lane Group: L xxxx R LTR LTR LTR xxxx RT RT L T xxxx
#LnsInGrps: 1 0 1 1 1 1 0 2 2 1 2 0
------------|---------------||---------------||---------------||---------------|
HCM Ops Input Saturation Adj Module:
Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12
CrsswalkWid: 8 8 8 8
% Hev Veh: 10 10 10 10
Grade: 0% 0% 0% 0%
Parking/Hr: No No No No
Bus Stp/Hr: 0 0 0 0
Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > >
Cnft Ped/Hr: 0 0 0 0
ExclusiveRT: Include Include Include Include
% RT Prtct: 0 0 0 0
------------|---------------||---------------||---------------||---------------|
COMPARE Tue Sep 04 18:16:07 2012 Page 14-1
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to REPUBLIC ITS, FREMONT
Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative)
PM 2035 No Forward Landfill Proj (Ex Proj Subtracted) Intersection #10: Route 99 & Meriposa NB Off-Ramp & On-Ramp Signal=Protect/Rights=Include Base Vol: 0 0 0 Lanes: 0 0 0 0 0
Signal=Protect
Signal=Protect
Base Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Base Vol:
0
0 Cycle Time (sec): 80
2
2091
0
Loss Time (sec): 4
0
2788*** 3
Critical V/C: 0.975
2 1526
0
Avg Crit Del (sec/veh): 30.1
0
0 0
Avg Delay (sec/veh): 24.7
0 0***
LOS: C
Lanes: 1 0 0 0 2 Base Vol: 317 0 675*** Signal=Protect/Rights=Include Street Name: Route 99 Meriposa Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 Y+R: 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 5.3 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 317 0 675 0 0 0 0 2788 0 0 1526 2091 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 317 0 675 0 0 0 0 2788 0 0 1526 2091 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.00 PHF Volume: 345 0 734 0 0 0 0 3030 0 0 1659 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 0 734 0 0 0 0 3030 0 0 1659 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: 345 0 734 0 0 0 0 3030 0 0 1659 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 1.00 0.68 1.00 1.00 1.00 1.00 0.83 1.00 1.00 0.86 0.88 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 2.00 2.00 Final Sat.: 1641 0 2584 0 0 0 0 4715 0 0 3281 3344 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.28 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.51 0.00 Crit Moves: **** **** **** Green/Cycle: 0.29 0.00 0.29 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.66 0.00 Volume/Cap: 0.72 0.00 0.98 0.00 0.00 0.00 0.00 0.98 0.00 0.00 0.77 0.00 Uniform Del: 25.4 0.0 28.1 0.0 0.0 0.0 0.0 13.0 0.0 0.0 9.4 0.0 IncremntDel: 5.3 0.0 26.7 0.0 0.0 0.0 0.0 11.1 0.0 0.0 1.7 0.0 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 Delay/Veh: 30.8 0.0 54.8 0.0 0.0 0.0 0.0 24.1 0.0 0.0 11.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.8 0.0 54.8 0.0 0.0 0.0 0.0 24.1 0.0 0.0 11.1 0.0 LOS by Move: C A D A A A A C A A B A HCM2kAvgQ: 9 0 16 0 0 0 0 25 0 0 16 0 Note: Queue reported is the number of cars per lane. ------------|---------------||---------------||---------------||---------------| HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 0 2 0 0 0 0 0 0 0 3 0 0 0 0 2 0 2 Lane Group: L xxxx R xxxx xxxx xxxx xxxx T xxxx xxxx T R #LnsInGrps: 1 0 2 0 0 0 0 3 0 0 2 2 ------------|---------------||---------------||---------------||---------------| HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 CrsswalkWid: 8 8 8 8 % Hev Veh: 10 10 10 10 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------|---------------||---------------||---------------||---------------|
Roadway Segment Analysis
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With Project Scenario
AM/PM
2035 AM With Proj
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