Updated Intersection Level of Service Analysis
Fairview Corners Residential Development Updated Intersection Level of Service Analysis
June 11, 2012
Existing Conditions and Existing + Project Conditions
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 1
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 26***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 41 276 90*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
6/8/2010 85
Signal=Protect Rights=Include
1 Loss Time (sec):
27
Final Vol:
0
196
12
0 80
Lanes:
1
1
Critical V/C:
0.620
0
1
Avg Crit Del (sec/veh):
26.1
0
0
Avg Delay (sec/veh):
26.6
1
LOS:
Lanes: Final Vol:
234***
31
C
1 0 2 0 1 130 671*** 13 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 114 590 11 79 243 36 23 70 24 27 206 172 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 590 11 79 243 36 23 70 24 27 206 172 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 114 590 11 79 243 36 23 70 24 27 206 172 User Adj: 1.00 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: 130 671 13 90 276 41 26 80 27 31 234 196 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 671 13 90 276 41 26 80 27 31 234 196 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: 130 671 13 90 276 41 26 80 27 31 234 196 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.86 0.86 0.90 0.88 0.88 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.49 0.51 1.00 0.54 0.46 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 2439 836 1702 910 760 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.20 0.01 0.05 0.08 0.03 0.02 0.03 0.03 0.02 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 17.2 28.1 41.4 7.5 18.4 20.5 2.1 24.1 24.1 13.3 35.3 35.3 Volume/Cap: 0.39 0.62 0.02 0.62 0.39 0.12 0.62 0.12 0.12 0.12 0.62 0.62 Delay/Veh: 30.1 25.1 11.3 45.3 28.9 25.4 66.0 22.6 22.6 31.0 21.3 21.3 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: 30.1 25.1 11.3 45.3 28.9 25.4 66.0 22.6 22.6 31.0 21.3 21.3 LOS by Move: C C B D C C E C C C C C HCM2kAvgQ: 3 8 0 2 3 1 2 1 1 1 10 10 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 2
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 26***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 41 280 91*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
6/8/2010 85
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
88
27
Lanes:
Final Vol:
0
198
1
1
Critical V/C:
0.641
0
1
Avg Crit Del (sec/veh):
26.7
0
0
Avg Delay (sec/veh):
27.0
1
LOS:
Lanes: Final Vol:
257***
31
C
1 0 2 0 1 131 683*** 13 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 114 590 11 79 243 36 23 70 24 27 206 172 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 590 11 79 243 36 23 70 24 27 206 172 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 1 10 0 1 3 0 0 7 0 0 20 2 Initial Fut: 115 600 11 80 246 36 23 77 24 27 226 174 User Adj: 1.00 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: 131 683 13 91 280 41 26 88 27 31 257 198 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 683 13 91 280 41 26 88 27 31 257 198 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: 131 683 13 91 280 41 26 88 27 31 257 198 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.86 0.86 0.90 0.88 0.88 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.52 0.48 1.00 0.56 0.44 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 2502 780 1702 947 729 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.21 0.01 0.06 0.09 0.03 0.02 0.04 0.04 0.02 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 16.9 27.6 40.5 7.4 18.1 20.1 2.0 25.1 25.1 12.9 36.0 36.0 Volume/Cap: 0.40 0.64 0.02 0.64 0.40 0.12 0.64 0.12 0.12 0.12 0.64 0.64 Delay/Veh: 30.5 25.8 11.7 47.1 29.2 25.6 70.8 21.9 21.9 31.3 21.4 21.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.5 25.8 11.7 47.1 29.2 25.6 70.8 21.9 21.9 31.3 21.4 21.4 LOS by Move: C C B D C C E C C C C C HCM2kAvgQ: 3 8 0 2 3 1 2 1 1 1 10 10 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 3
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 47***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 43 896 342*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
6/8/2010 85
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
389
71
Lanes:
Final Vol:
0
108
1
1
Critical V/C:
0.756
0
1
Avg Crit Del (sec/veh):
35.8
0
0
Avg Delay (sec/veh):
31.5
1
LOS:
Lanes: Final Vol:
307***
39
C
1 0 2 0 1 172 565*** 59 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 131 430 45 260 682 33 36 296 54 30 234 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 430 45 260 682 33 36 296 54 30 234 82 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 131 430 45 260 682 33 36 296 54 30 234 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 PHF Volume: 172 565 59 342 896 43 47 389 71 39 307 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 172 565 59 342 896 43 47 389 71 39 307 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 172 565 59 342 896 43 47 389 71 39 307 108 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.88 0.88 0.90 0.91 0.91 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.69 0.31 1.00 0.74 0.26 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 2813 513 1702 1275 447 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.17 0.04 0.21 0.27 0.03 0.03 0.14 0.14 0.02 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 11.9 19.4 23.7 23.4 30.9 34.0 3.1 25.9 25.9 4.3 27.1 27.1 Volume/Cap: 0.75 0.76 0.14 0.76 0.75 0.07 0.76 0.45 0.45 0.45 0.76 0.76 Delay/Veh: 48.2 35.1 23.2 35.4 26.4 15.8 80.9 24.2 24.2 42.9 31.9 31.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.2 35.1 23.2 35.4 26.4 15.8 80.9 24.2 24.2 42.9 31.9 31.9 LOS by Move: D D C D C B F C C D C C HCM2kAvgQ: 5 8 1 9 11 1 3 5 5 2 11 11 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 4
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 47***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 43 912*** 344 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
6/8/2010 85
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
419
72
Lanes:
Final Vol:
0
109
1
1
Critical V/C:
0.772
0
1
Avg Crit Del (sec/veh):
33.0
0
0
Avg Delay (sec/veh):
32.3
1
LOS:
Lanes: Final Vol:
325***
39
C
1 0 2 0 1 173*** 574 59 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 131 430 45 260 682 33 36 296 54 30 234 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 430 45 260 682 33 36 296 54 30 234 82 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 1 7 0 2 12 0 0 23 1 0 13 1 Initial Fut: 132 437 45 262 694 33 36 319 55 30 247 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 PHF Volume: 173 574 59 344 912 43 47 419 72 39 325 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 574 59 344 912 43 47 419 72 39 325 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 574 59 344 912 43 47 419 72 39 325 109 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.88 0.88 0.90 0.91 0.91 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.71 0.29 1.00 0.75 0.25 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 2840 490 1702 1290 434 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.04 0.21 0.28 0.03 0.03 0.15 0.15 0.02 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 11.6 19.2 23.4 23.0 30.6 33.7 3.1 26.6 26.6 4.2 27.7 27.7 Volume/Cap: 0.77 0.77 0.15 0.77 0.77 0.07 0.77 0.47 0.47 0.47 0.77 0.77 Delay/Veh: 50.5 36.0 23.4 36.9 27.3 16.0 85.1 23.9 23.9 43.5 32.3 32.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.5 36.0 23.4 36.9 27.3 16.0 85.1 23.9 23.9 43.5 32.3 32.3 LOS by Move: D D C D C B F C C D C C HCM2kAvgQ: 5 8 1 9 12 1 3 6 6 2 12 12 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 5
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (AM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 33
127 0
Signal=Stop/Rights=Include 13 2 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
6/10/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
53
32
Lanes:
Final Vol:
1
15
0
1
Critical V/C:
0.241
1
1
Avg Crit Del (sec/veh):
6.2
0
0
Avg Delay (sec/veh):
6.2
1
LOS:
Lanes: Final Vol:
0 110
190
1
C
0
1! 0 0 14 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 10 Jun 2010 << Base Vol: 94 12 4 2 11 108 28 45 27 1 162 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 12 4 2 11 108 28 45 27 1 162 13 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 94 12 4 2 11 108 28 45 27 1 162 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 110 14 5 2 13 127 33 53 32 1 190 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 110 14 5 2 13 127 33 53 32 1 190 15 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 404 342 42 292 343 190 205 xxxx xxxxx 85 xxxx xxxxx Potent Cap.: 557 580 1028 661 580 852 1366 xxxx xxxxx 1512 xxxx xxxxx Move Cap.: 457 566 1028 633 565 852 1366 xxxx xxxxx 1512 xxxx xxxxx Volume/Cap: 0.24 0.02 0.00 0.00 0.02 0.15 0.02 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 476 xxxxx xxxx 810 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 1.1 xxxxx xxxxx 0.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 15.3 xxxxx xxxxx 10.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * C * * B * * * * * * * ApproachDel: 15.3 10.4 xxxxxx xxxxxx ApproachLOS: C B * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 6
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 33
127 0
Signal=Stop/Rights=Include 13 2 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
6/10/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
58
32
Lanes:
Final Vol:
1
15
0
1
Critical V/C:
0.244
1
1
Avg Crit Del (sec/veh):
6.2
0
0
Avg Delay (sec/veh):
6.2
1
LOS:
Lanes: Final Vol:
0 110
191
1
C
0
1! 0 0 14 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 10 Jun 2010 << Base Vol: 94 12 4 2 11 108 28 45 27 1 162 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 12 4 2 11 108 28 45 27 1 162 13 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 4 0 0 1 0 Initial Fut: 94 12 4 2 11 108 28 49 27 1 163 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 110 14 5 2 13 127 33 58 32 1 191 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 110 14 5 2 13 127 33 58 32 1 191 15 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 410 348 45 295 349 191 207 xxxx xxxxx 89 xxxx xxxxx Potent Cap.: 552 576 1025 657 575 850 1365 xxxx xxxxx 1506 xxxx xxxxx Move Cap.: 453 561 1025 629 561 850 1365 xxxx xxxxx 1506 xxxx xxxxx Volume/Cap: 0.24 0.03 0.00 0.00 0.02 0.15 0.02 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 472 xxxxx xxxx 808 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 1.1 xxxxx xxxxx 0.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 15.5 xxxxx xxxxx 10.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * C * * B * * * * * * * ApproachDel: 15.5 10.4 xxxxxx xxxxxx ApproachLOS: C B * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 7
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (PM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 131
62 0
Signal=Stop/Rights=Include 24 22 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
6/2/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
241
124
Lanes:
Final Vol:
1
19
0
1
Critical V/C:
0.372
1
1
Avg Crit Del (sec/veh):
6.7
0
0
Avg Delay (sec/veh):
6.7
1
LOS:
Lanes: Final Vol:
0 99
127
3
D
0
1! 0 0 19 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 2 Jun 2010 << Base Vol: 85 16 4 19 21 53 113 207 107 3 109 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: 85 16 4 19 21 53 113 207 107 3 109 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 85 16 4 19 21 53 113 207 107 3 109 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: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 99 19 5 22 24 62 131 241 124 3 127 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 99 19 5 22 24 62 131 241 124 3 127 19 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 752 718 183 526 762 127 145 xxxx xxxxx 365 xxxx xxxxx Potent Cap.: 327 355 860 462 335 924 1437 xxxx xxxxx 1193 xxxx xxxxx Move Cap.: 266 321 860 408 303 924 1437 xxxx xxxxx 1193 xxxx xxxxx Volume/Cap: 0.37 0.06 0.01 0.05 0.08 0.07 0.09 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx 8.0 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 281 xxxxx xxxx 537 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.1 xxxxx xxxxx 0.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 27.4 xxxxx xxxxx 13.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * D * * B * * * * * * * ApproachDel: 27.4 13.4 xxxxxx xxxxxx ApproachLOS: D B * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 8
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 131
62 0
Signal=Stop/Rights=Include 24 22 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
6/2/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
243
124
Lanes:
Final Vol:
1
19
0
1
Critical V/C:
0.376
1
1
Avg Crit Del (sec/veh):
6.7
0
0
Avg Delay (sec/veh):
6.7
1
LOS:
Lanes: Final Vol:
0 99
131
3
D
0
1! 0 0 19 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 2 Jun 2010 << Base Vol: 85 16 4 19 21 53 113 207 107 3 109 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: 85 16 4 19 21 53 113 207 107 3 109 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 2 0 0 4 0 Initial Fut: 85 16 4 19 21 53 113 209 107 3 113 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: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 99 19 5 22 24 62 131 243 124 3 131 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 99 19 5 22 24 62 131 243 124 3 131 19 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 759 725 184 532 769 131 150 xxxx xxxxx 367 xxxx xxxxx Potent Cap.: 323 352 859 458 332 918 1431 xxxx xxxxx 1191 xxxx xxxxx Move Cap.: 263 318 859 404 300 918 1431 xxxx xxxxx 1191 xxxx xxxxx Volume/Cap: 0.38 0.06 0.01 0.05 0.08 0.07 0.09 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx 8.0 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 277 xxxxx xxxx 533 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.1 xxxxx xxxxx 0.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 27.8 xxxxx xxxxx 13.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * D * * B * * * * * * * ApproachDel: 27.8 13.5 xxxxxx xxxxxx ApproachLOS: D B * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3- 9
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing (AM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/25/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
295***
54
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.871
0
0
Avg Crit Del (sec/veh):
22.6
1
1
Avg Delay (sec/veh):
22.6
0
LOS:
Lanes: Final Vol:
0 104***
567***
69
C
0
1! 0 0 0 36 Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 25 May 2010 << Base Vol: 83 0 29 0 0 0 0 236 43 55 454 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: 83 0 29 0 0 0 0 236 43 55 454 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 0 29 0 0 0 0 236 43 55 454 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: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 104 0 36 0 0 0 0 295 54 69 567 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 0 36 0 0 0 0 295 54 69 567 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: 104 0 36 0 0 0 0 295 54 69 567 0 ------------|---------------||---------------||---------------||---------------| 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: 0.74 0.00 0.26 0.00 0.00 0.00 0.00 1.00 1.00 0.11 0.89 0.00 Final Sat.: 416 0 145 0 0 0 0 638 729 79 651 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.25 xxxx 0.25 xxxx xxxx xxxx xxxx 0.46 0.07 0.87 0.87 xxxx Crit Moves: **** **** **** Delay/Veh: 10.9 0.0 10.9 0.0 0.0 0.0 0.0 12.7 7.9 31.1 31.1 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 AdjDel/Veh: 10.9 0.0 10.9 0.0 0.0 0.0 0.0 12.7 7.9 31.1 31.1 0.0 LOS by Move: B * B * * * * B A D D * ApproachDel: 10.9 xxxxxx 11.9 31.1 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 10.9 xxxxxx 11.9 31.1 LOS by Appr: B * B D AllWayAvgQ: 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.8 0.1 4.7 4.7 4.7 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-10
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/25/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
302***
54
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.902
0
0
Avg Crit Del (sec/veh):
25.2
1
1
Avg Delay (sec/veh):
25.2
0
LOS:
Lanes: Final Vol:
0 104
588
69***
D
0
1! 0 0 0 36*** Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 25 May 2010 << Base Vol: 83 0 29 0 0 0 0 236 43 55 454 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: 83 0 29 0 0 0 0 236 43 55 454 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 6 0 0 17 0 Initial Fut: 83 0 29 0 0 0 0 242 43 55 471 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: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 104 0 36 0 0 0 0 302 54 69 588 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 0 36 0 0 0 0 302 54 69 588 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: 104 0 36 0 0 0 0 302 54 69 588 0 ------------|---------------||---------------||---------------||---------------| 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: 0.74 0.00 0.26 0.00 0.00 0.00 0.00 1.00 1.00 0.10 0.90 0.00 Final Sat.: 415 0 145 0 0 0 0 636 725 76 652 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.25 xxxx 0.25 xxxx xxxx xxxx xxxx 0.48 0.07 0.90 0.90 xxxx Crit Moves: **** **** **** Delay/Veh: 11.0 0.0 11.0 0.0 0.0 0.0 0.0 13.0 7.9 35.3 35.3 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 AdjDel/Veh: 11.0 0.0 11.0 0.0 0.0 0.0 0.0 13.0 7.9 35.3 35.3 0.0 LOS by Move: B * B * * * * B A E E * ApproachDel: 11.0 xxxxxx 12.2 35.3 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 11.0 xxxxxx 12.2 35.3 LOS by Appr: B * B E AllWayAvgQ: 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.8 0.1 5.5 5.5 5.5 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-11
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing (PM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/27/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
484***
71
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.721
0
0
Avg Crit Del (sec/veh):
15.7
1
1
Avg Delay (sec/veh):
15.7
0
LOS:
Lanes: Final Vol:
0 77***
331***
36
C
0
1! 0 0 0 73 Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 27 May 2010 << Base Vol: 69 0 66 0 0 0 0 436 64 32 298 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: 69 0 66 0 0 0 0 436 64 32 298 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 69 0 66 0 0 0 0 436 64 32 298 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 77 0 73 0 0 0 0 484 71 36 331 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 0 73 0 0 0 0 484 71 36 331 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 0 73 0 0 0 0 484 71 36 331 0 ------------|---------------||---------------||---------------||---------------| 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: 0.51 0.00 0.49 0.00 0.00 0.00 0.00 1.00 1.00 0.10 0.90 0.00 Final Sat.: 294 0 282 0 0 0 0 672 773 67 621 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.26 xxxx 0.26 xxxx xxxx xxxx xxxx 0.72 0.09 0.53 0.53 xxxx Crit Moves: **** **** **** Delay/Veh: 10.5 0.0 10.5 0.0 0.0 0.0 0.0 20.1 7.8 13.6 13.6 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 AdjDel/Veh: 10.5 0.0 10.5 0.0 0.0 0.0 0.0 20.1 7.8 13.6 13.6 0.0 LOS by Move: B * B * * * * C A B B * ApproachDel: 10.5 xxxxxx 18.6 13.6 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 10.5 xxxxxx 18.6 13.6 LOS by Appr: B * C B AllWayAvgQ: 0.3 0.3 0.3 0.0 0.0 0.0 0.0 2.3 0.1 1.0 1.0 1.0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-12
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/27/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
507***
71
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.756
0
0
Avg Crit Del (sec/veh):
17.0
1
1
Avg Delay (sec/veh):
17.0
0
LOS:
Lanes: Final Vol:
0 77***
343***
36
C
0
1! 0 0 0 73 Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 27 May 2010 << Base Vol: 69 0 66 0 0 0 0 436 64 32 298 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: 69 0 66 0 0 0 0 436 64 32 298 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 20 0 0 11 0 Initial Fut: 69 0 66 0 0 0 0 456 64 32 309 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 77 0 73 0 0 0 0 507 71 36 343 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 0 73 0 0 0 0 507 71 36 343 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 0 73 0 0 0 0 507 71 36 343 0 ------------|---------------||---------------||---------------||---------------| 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: 0.51 0.00 0.49 0.00 0.00 0.00 0.00 1.00 1.00 0.09 0.91 0.00 Final Sat.: 291 0 278 0 0 0 0 670 770 64 620 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.26 xxxx 0.26 xxxx xxxx xxxx xxxx 0.76 0.09 0.55 0.55 xxxx Crit Moves: **** **** **** Delay/Veh: 10.6 0.0 10.6 0.0 0.0 0.0 0.0 22.2 7.8 14.2 14.2 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 AdjDel/Veh: 10.6 0.0 10.6 0.0 0.0 0.0 0.0 22.2 7.8 14.2 14.2 0.0 LOS by Move: B * B * * * * C A B B * ApproachDel: 10.6 xxxxxx 20.4 14.2 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 10.6 xxxxxx 20.4 14.2 LOS by Appr: B * C B AllWayAvgQ: 0.3 0.3 0.3 0.0 0.0 0.0 0.0 2.6 0.1 1.1 1.1 1.1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-13
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 49
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 42 161*** 53 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
6/3/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
162***
10
Lanes:
Final Vol:
0
95
1
0
Critical V/C:
0.458
0
1
Avg Crit Del (sec/veh):
25.1
0
0
Avg Delay (sec/veh):
26.4
1
LOS:
Lanes: Final Vol:
308***
5
C
1 0 1 1 0 19*** 65 8 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 3 Jun 2010 << Base Vol: 15 51 6 42 127 33 39 128 8 4 243 75 Growth Adj: 1.00 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 51 6 42 127 33 39 128 8 4 243 75 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 51 6 42 127 33 39 128 8 4 243 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 PHF Volume: 19 65 8 53 161 42 49 162 10 5 308 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 65 8 53 161 42 49 162 10 5 308 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 65 8 53 161 42 49 162 10 5 308 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.91 0.96 0.82 0.90 0.90 0.90 0.90 0.91 0.91 Lanes: 1.00 1.79 0.21 1.00 1.00 1.00 0.45 1.46 0.09 1.00 0.76 0.24 Final Sat.: 1702 2997 353 1736 1828 1554 760 2495 156 1702 1321 408 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.02 0.02 0.03 0.09 0.03 0.06 0.06 0.06 0.00 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 2.2 8.0 8.0 11.4 17.3 30.1 12.8 12.8 12.8 45.8 45.8 45.8 Volume/Cap: 0.46 0.24 0.24 0.24 0.46 0.08 0.46 0.46 0.46 0.01 0.46 0.46 Delay/Veh: 51.1 38.6 38.6 35.9 33.2 20.6 36.1 36.1 36.1 10.9 14.6 14.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.1 38.6 38.6 35.9 33.2 20.6 36.1 36.1 36.1 10.9 14.6 14.6 LOS by Move: D D D D C C D D D B B B HCM2kAvgQ: 1 1 1 2 4 1 3 3 3 0 7 7 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-14
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 49
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 42 161*** 54 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
6/3/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
168
10***
Lanes:
Final Vol:
0
100
1
0
Critical V/C:
0.475
0
1
Avg Crit Del (sec/veh):
25.0
0
0
Avg Delay (sec/veh):
26.3
1
LOS:
Lanes: Final Vol:
325***
5
C
1 0 1 1 0 19*** 65 8 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 3 Jun 2010 << Base Vol: 15 51 6 42 127 33 39 128 8 4 243 75 Growth Adj: 1.00 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 51 6 42 127 33 39 128 8 4 243 75 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 1 0 0 0 5 0 0 14 4 Initial Fut: 15 51 6 43 127 33 39 133 8 4 257 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 PHF Volume: 19 65 8 54 161 42 49 168 10 5 325 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 65 8 54 161 42 49 168 10 5 325 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 65 8 54 161 42 49 168 10 5 325 100 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.91 0.96 0.82 0.90 0.90 0.90 0.90 0.91 0.91 Lanes: 1.00 1.79 0.21 1.00 1.00 1.00 0.43 1.48 0.09 1.00 0.76 0.24 Final Sat.: 1702 2997 353 1736 1828 1554 739 2520 152 1702 1322 407 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.02 0.02 0.03 0.09 0.03 0.07 0.07 0.07 0.00 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 2.1 7.6 7.6 11.1 16.7 29.3 12.7 12.7 12.7 46.6 46.6 46.6 Volume/Cap: 0.48 0.25 0.25 0.25 0.48 0.08 0.48 0.48 0.48 0.01 0.48 0.48 Delay/Veh: 52.1 39.0 39.0 36.3 33.8 21.1 36.4 36.4 36.4 10.5 14.3 14.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.1 39.0 39.0 36.3 33.8 21.1 36.4 36.4 36.4 10.5 14.3 14.3 LOS by Move: D D D D C C D D D B B B HCM2kAvgQ: 1 1 1 2 4 1 4 4 4 0 8 8 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-15
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 49
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 72 249*** 114 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
6/9/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
196
32***
Lanes:
Final Vol:
0
144***
1
0
Critical V/C:
0.503
0
1
Avg Crit Del (sec/veh):
28.1
0
0
Avg Delay (sec/veh):
28.3
1
LOS:
Lanes: Final Vol:
199
8
C
1 0 1 1 0 22*** 83 7 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 9 Jun 2010 << Base Vol: 21 78 7 107 235 68 46 185 30 8 187 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 78 7 107 235 68 46 185 30 8 187 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 78 7 107 235 68 46 185 30 8 187 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 22 83 7 114 249 72 49 196 32 8 199 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 83 7 114 249 72 49 196 32 8 199 144 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 83 7 114 249 72 49 196 32 8 199 144 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.89 0.89 0.91 0.96 0.82 0.89 0.89 0.89 0.90 0.88 0.88 Lanes: 1.00 1.84 0.16 1.00 1.00 1.00 0.35 1.42 0.23 1.00 0.58 0.42 Final Sat.: 1702 3086 277 1736 1828 1554 596 2398 389 1702 972 707 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.03 0.07 0.14 0.05 0.08 0.08 0.08 0.00 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 2.3 7.8 7.8 19.0 24.4 39.1 14.7 14.7 14.7 36.6 36.6 36.6 Volume/Cap: 0.50 0.31 0.31 0.31 0.50 0.11 0.50 0.50 0.50 0.01 0.50 0.50 Delay/Veh: 52.1 39.2 39.2 30.5 28.5 15.2 35.1 35.1 35.1 16.0 20.5 20.5 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: 52.1 39.2 39.2 30.5 28.5 15.2 35.1 35.1 35.1 16.0 20.5 20.5 LOS by Move: D D D C C B D D D B C C HCM2kAvgQ: 1 1 1 3 6 1 4 4 4 0 7 7 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-16
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 49***
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 72 249*** 118 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
6/9/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
213
32
Lanes:
Final Vol:
0
146
1
0
Critical V/C:
0.516
0
1
Avg Crit Del (sec/veh):
28.3
0
0
Avg Delay (sec/veh):
28.5
1
LOS:
Lanes: Final Vol:
208***
8
C
1 0 1 1 0 22*** 83 7 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 9 Jun 2010 << Base Vol: 21 78 7 107 235 68 46 185 30 8 187 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 78 7 107 235 68 46 185 30 8 187 136 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 4 0 0 0 16 0 0 9 2 Initial Fut: 21 78 7 111 235 68 46 201 30 8 196 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 22 83 7 118 249 72 49 213 32 8 208 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 83 7 118 249 72 49 213 32 8 208 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 83 7 118 249 72 49 213 32 8 208 146 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.89 0.89 0.91 0.96 0.82 0.89 0.89 0.89 0.90 0.88 0.88 Lanes: 1.00 1.84 0.16 1.00 1.00 1.00 0.33 1.45 0.22 1.00 0.59 0.41 Final Sat.: 1702 3086 277 1736 1828 1554 563 2460 367 1702 986 694 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.03 0.07 0.14 0.05 0.09 0.09 0.09 0.00 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 2.3 7.4 7.4 18.7 23.8 38.9 15.1 15.1 15.1 36.8 36.8 36.8 Volume/Cap: 0.52 0.33 0.33 0.33 0.52 0.11 0.52 0.52 0.52 0.01 0.52 0.52 Delay/Veh: 53.7 39.7 39.7 30.8 29.2 15.3 34.9 34.9 34.9 15.8 20.6 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.7 39.7 39.7 30.8 29.2 15.3 34.9 34.9 34.9 15.8 20.6 20.6 LOS by Move: D D D C C B C C C B C C HCM2kAvgQ: 1 1 1 3 6 1 5 5 5 0 8 8 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-17
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing (AM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 76***
78 0
Signal=Stop/Rights=Include 220 64*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/26/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
217
127
Lanes:
Final Vol:
1
166
0
0
Critical V/C:
1.289
0
0
Avg Crit Del (sec/veh):
62.9
1
1
Avg Delay (sec/veh):
62.9
0
LOS:
Lanes: Final Vol:
0 156***
465***
83
F
1
0 1 0 261 127 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 26 May 2010 << Base Vol: 92 154 75 38 130 46 45 128 75 49 275 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 154 75 38 130 46 45 128 75 49 275 98 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 92 154 75 38 130 46 45 128 75 49 275 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 PHF Volume: 156 261 127 64 220 78 76 217 127 83 465 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 261 127 64 220 78 76 217 127 83 465 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 156 261 127 64 220 78 76 217 127 83 465 166 ------------|---------------||---------------||---------------||---------------| 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: 0.57 0.96 0.47 0.36 1.21 0.43 0.26 0.74 1.00 0.15 0.85 1.00 Final Sat.: 231 402 202 138 484 176 104 297 439 64 361 461 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.67 0.65 0.63 0.47 0.45 0.44 0.73 0.73 0.29 1.29 1.29 0.36 Crit Moves: **** **** **** **** Delay/Veh: 27.7 25.4 23.6 19.3 18.6 17.8 31.5 31.5 13.9 171.8 172 14.5 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: 27.7 25.4 23.6 19.3 18.6 17.8 31.5 31.5 13.9 171.8 172 14.5 LOS by Move: D D C C C C D D B F F B ApproachDel: 25.7 18.5 26.2 135.3 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 25.7 18.5 26.2 135.3 LOS by Appr: D C D F AllWayAvgQ: 1.8 1.5 1.5 0.8 0.7 0.7 2.2 2.2 0.4 19.0 19.0 0.5 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-18
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 76***
78 0
Signal=Stop/Rights=Include 220 64*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/26/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
228
127
Lanes:
Final Vol:
1
166
0
0
Critical V/C:
1.382
0
0
Avg Crit Del (sec/veh):
75.8
1
1
Avg Delay (sec/veh):
75.8
0
LOS:
Lanes: Final Vol:
0 156***
503***
83
F
1
0 1 0 261 127 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 26 May 2010 << Base Vol: 92 154 75 38 130 46 45 128 75 49 275 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 154 75 38 130 46 45 128 75 49 275 98 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 7 0 0 22 0 Initial Fut: 92 154 75 38 130 46 45 135 75 49 297 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 PHF Volume: 156 261 127 64 220 78 76 228 127 83 503 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 261 127 64 220 78 76 228 127 83 503 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 156 261 127 64 220 78 76 228 127 83 503 166 ------------|---------------||---------------||---------------||---------------| 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: 0.57 0.96 0.47 0.36 1.21 0.43 0.25 0.75 1.00 0.14 0.86 1.00 Final Sat.: 230 401 201 138 482 175 100 301 439 60 364 459 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.68 0.65 0.63 0.47 0.46 0.44 0.76 0.76 0.29 1.38 1.38 0.36 Crit Moves: **** **** **** **** Delay/Veh: 28.0 25.7 23.9 19.4 18.7 17.9 34.0 34.0 13.9 209.8 210 14.6 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: 28.0 25.7 23.9 19.4 18.7 17.9 34.0 34.0 13.9 209.8 210 14.6 LOS by Move: D D C C C C D D B F F B ApproachDel: 25.9 18.6 28.1 166.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 25.9 18.6 28.1 166.8 LOS by Appr: D C D F AllWayAvgQ: 1.8 1.5 1.5 0.8 0.7 0.7 2.5 2.5 0.4 23.4 23.4 0.5 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-19
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing (PM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 24
19 0
Signal=Stop/Rights=Include 131 61*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/26/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
332***
169
Lanes:
Final Vol:
1
71
0
0
Critical V/C:
0.672
0
0
Avg Crit Del (sec/veh):
15.3
1
1
Avg Delay (sec/veh):
15.3
0
LOS:
Lanes: Final Vol:
0 56***
230***
42
C
1
0 1 0 124 70 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 26 May 2010 << Base Vol: 48 106 60 52 112 16 21 285 145 36 197 61 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 106 60 52 112 16 21 285 145 36 197 61 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 106 60 52 112 16 21 285 145 36 197 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 56 124 70 61 131 19 24 332 169 42 230 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 124 70 61 131 19 24 332 169 42 230 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 124 70 61 131 19 24 332 169 42 230 71 ------------|---------------||---------------||---------------||---------------| 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: 0.45 0.99 0.56 0.58 1.24 0.18 0.07 0.93 1.00 0.15 0.85 1.00 Final Sat.: 203 466 275 256 570 83 36 494 590 78 427 561 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.28 0.27 0.25 0.24 0.23 0.23 0.67 0.67 0.29 0.54 0.54 0.13 Crit Moves: **** **** **** **** Delay/Veh: 12.8 12.3 11.7 12.5 12.1 11.8 21.2 21.2 10.9 16.8 16.8 9.7 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: 12.8 12.3 11.7 12.5 12.1 11.8 21.2 21.2 10.9 16.8 16.8 9.7 LOS by Move: B B B B B B C C B C C A ApproachDel: 12.3 12.2 17.9 15.3 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.3 12.2 17.9 15.3 LOS by Appr: B B C C AllWayAvgQ: 0.3 0.3 0.3 0.3 0.2 0.2 1.8 1.8 0.4 1.0 1.0 0.1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-20
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 24***
19 0
Signal=Stop/Rights=Include 131 61*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/26/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
361
169
Lanes:
Final Vol:
1
71
0
0
Critical V/C:
0.730
0
0
Avg Crit Del (sec/veh):
16.8
1
1
Avg Delay (sec/veh):
16.8
0
LOS:
Lanes: Final Vol:
0 56***
246***
42
C
1
0 1 0 124 70 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 26 May 2010 << Base Vol: 48 106 60 52 112 16 21 285 145 36 197 61 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 106 60 52 112 16 21 285 145 36 197 61 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 25 0 0 14 0 Initial Fut: 48 106 60 52 112 16 21 310 145 36 211 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 56 124 70 61 131 19 24 361 169 42 246 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 124 70 61 131 19 24 361 169 42 246 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 124 70 61 131 19 24 361 169 42 246 71 ------------|---------------||---------------||---------------||---------------| 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: 0.45 0.99 0.56 0.58 1.24 0.18 0.06 0.94 1.00 0.15 0.85 1.00 Final Sat.: 199 457 270 251 559 81 34 495 585 73 429 555 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.28 0.27 0.26 0.24 0.23 0.23 0.73 0.73 0.29 0.57 0.57 0.13 Crit Moves: **** **** **** **** Delay/Veh: 13.1 12.6 12.0 12.7 12.3 12.1 24.7 24.7 11.0 18.1 18.1 9.8 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: 13.1 12.6 12.0 12.7 12.3 12.1 24.7 24.7 11.0 18.1 18.1 9.8 LOS by Move: B B B B B B C C B C C A ApproachDel: 12.5 12.4 20.5 16.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.5 12.4 20.5 16.5 LOS by Appr: B B C C AllWayAvgQ: 0.3 0.3 0.3 0.3 0.3 0.3 2.2 2.2 0.4 1.2 1.2 0.1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-21
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (AM)
Intersection #2242: Fairview Rd and Hillcrest Rd [Existing - Unsignalized] Final Vol: Lanes:
Final Vol: 136
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 110 323 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/18/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
35
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.432
0
0
Avg Crit Del (sec/veh):
3.6
0
1
Avg Delay (sec/veh):
3.6
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 31 484 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Hillcrest 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: 18 May 2010 << Base Vol: 27 416 0 0 278 95 117 0 30 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: 27 416 0 0 278 95 117 0 30 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 416 0 0 278 95 117 0 30 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: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 31 484 0 0 323 110 136 0 35 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 31 484 0 0 323 110 136 0 35 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 434 xxxx xxxxx xxxx xxxx xxxxx 870 xxxx 323 xxxx xxxx xxxxx Potent Cap.: 1115 xxxx xxxxx xxxx xxxx xxxxx 322 xxxx 718 xxxx xxxx xxxxx Move Cap.: 1115 xxxx xxxxx xxxx xxxx xxxxx 315 xxxx 718 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.43 xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 2.1 xxxx 0.2 xxxx xxxx xxxxx Control Del: 8.3 xxxx xxxxx xxxxx xxxx xxxxx 24.8 xxxx 10.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 21.9 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-22
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2242: Fairview Rd and Hillcrest Rd [Existing - Unsignalized] Final Vol: Lanes:
Final Vol: 136
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 110 331 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/18/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
44
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.500
0
0
Avg Crit Del (sec/veh):
4.3
0
1
Avg Delay (sec/veh):
4.3
0
LOS:
Lanes: Final Vol:
0
0
D
1 0 1 0 0 62 507 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Hillcrest 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: 18 May 2010 << Base Vol: 27 416 0 0 278 95 117 0 30 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: 27 416 0 0 278 95 117 0 30 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 26 20 0 0 7 0 0 0 8 0 0 0 Initial Fut: 53 436 0 0 285 95 117 0 38 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: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 62 507 0 0 331 110 136 0 44 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 62 507 0 0 331 110 136 0 44 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 442 xxxx xxxxx xxxx xxxx xxxxx 962 xxxx 331 xxxx xxxx xxxxx Potent Cap.: 1108 xxxx xxxxx xxxx xxxx xxxxx 284 xxxx 710 xxxx xxxx xxxxx Move Cap.: 1108 xxxx xxxxx xxxx xxxx xxxxx 272 xxxx 710 xxxx xxxx xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.50 xxxx 0.06 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 2.6 xxxx 0.2 xxxx xxxx xxxxx Control Del: 8.4 xxxx xxxxx xxxxx xxxx xxxxx 30.8 xxxx 10.4 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 25.8 xxxxxx ApproachLOS: * * D * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-23
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (PM)
Intersection #2242: Fairview Rd and Hillcrest Rd [Existing - Unsignalized] Final Vol: Lanes:
Final Vol: 117
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 179 360 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/18/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
33
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.304
0
0
Avg Crit Del (sec/veh):
3.0
0
1
Avg Delay (sec/veh):
3.0
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 52 247 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Hillcrest 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: 18 May 2010 << Base Vol: 41 195 0 0 284 141 92 0 26 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: 41 195 0 0 284 141 92 0 26 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 41 195 0 0 284 141 92 0 26 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: 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 PHF Volume: 52 247 0 0 360 179 117 0 33 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 52 247 0 0 360 179 117 0 33 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 539 xxxx xxxxx xxxx xxxx xxxxx 712 xxxx 360 xxxx xxxx xxxxx Potent Cap.: 1019 xxxx xxxxx xxxx xxxx xxxxx 399 xxxx 684 xxxx xxxx xxxxx Move Cap.: 1019 xxxx xxxxx xxxx xxxx xxxxx 383 xxxx 684 xxxx xxxx xxxxx Volume/Cap: 0.05 xxxx xxxx xxxx xxxx xxxx 0.30 xxxx 0.05 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.3 xxxx 0.2 xxxx xxxx xxxxx Control Del: 8.7 xxxx xxxxx xxxxx xxxx xxxxx 18.4 xxxx 10.5 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 16.7 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-24
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2242: Fairview Rd and Hillcrest Rd [Existing - Unsignalized] Final Vol: Lanes:
Final Vol: 117
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 179 388 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/18/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
70
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.349
0
0
Avg Crit Del (sec/veh):
3.6
0
1
Avg Delay (sec/veh):
3.6
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 74 264 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Hillcrest 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: 18 May 2010 << Base Vol: 41 195 0 0 284 141 92 0 26 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: 41 195 0 0 284 141 92 0 26 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 17 13 0 0 22 0 0 0 29 0 0 0 Initial Fut: 58 208 0 0 306 141 92 0 55 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: 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 PHF Volume: 74 264 0 0 388 179 117 0 70 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 74 264 0 0 388 179 117 0 70 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 567 xxxx xxxxx xxxx xxxx xxxxx 799 xxxx 388 xxxx xxxx xxxxx Potent Cap.: 995 xxxx xxxxx xxxx xxxx xxxxx 354 xxxx 660 xxxx xxxx xxxxx Move Cap.: 995 xxxx xxxxx xxxx xxxx xxxxx 334 xxxx 660 xxxx xxxx xxxxx Volume/Cap: 0.07 xxxx xxxx xxxx xxxx xxxx 0.35 xxxx 0.11 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.5 xxxx 0.4 xxxx xxxx xxxxx Control Del: 8.9 xxxx xxxxx xxxxx xxxx xxxxx 21.4 xxxx 11.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 17.6 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-25
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (AM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 77
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 95 319 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/13/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
91
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.382
0
0
Avg Crit Del (sec/veh):
3.8
0
1
Avg Delay (sec/veh):
3.8
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 140 535 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 13 May 2010 << Base Vol: 109 417 0 0 249 74 60 0 71 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: 109 417 0 0 249 74 60 0 71 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 109 417 0 0 249 74 60 0 71 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: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 PHF Volume: 140 535 0 0 319 95 77 0 91 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 140 535 0 0 319 95 77 0 91 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 414 xxxx xxxxx xxxx xxxx xxxxx 1133 xxxx 319 xxxx xxxx xxxxx Potent Cap.: 1134 xxxx xxxxx xxxx xxxx xxxxx 222 xxxx 717 xxxx xxxx xxxxx Move Cap.: 1134 xxxx xxxxx xxxx xxxx xxxxx 201 xxxx 717 xxxx xxxx xxxxx Volume/Cap: 0.12 xxxx xxxx xxxx xxxx xxxx 0.38 xxxx 0.13 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx 1.7 xxxx 0.4 xxxx xxxx xxxxx Control Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx 33.5 xxxx 10.8 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 21.2 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-26
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 77
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 95 324 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/13/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
94
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.402
0
0
Avg Crit Del (sec/veh):
3.9
0
1
Avg Delay (sec/veh):
3.9
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 146 549 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 13 May 2010 << Base Vol: 109 417 0 0 249 74 60 0 71 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: 109 417 0 0 249 74 60 0 71 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 5 11 0 0 4 0 0 0 2 0 0 0 Initial Fut: 114 428 0 0 253 74 60 0 73 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: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 PHF Volume: 146 549 0 0 324 95 77 0 94 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 146 549 0 0 324 95 77 0 94 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 419 xxxx xxxxx xxxx xxxx xxxxx 1165 xxxx 324 xxxx xxxx xxxxx Potent Cap.: 1129 xxxx xxxxx xxxx xxxx xxxxx 213 xxxx 712 xxxx xxxx xxxxx Move Cap.: 1129 xxxx xxxxx xxxx xxxx xxxxx 191 xxxx 712 xxxx xxxx xxxxx Volume/Cap: 0.13 xxxx xxxx xxxx xxxx xxxx 0.40 xxxx 0.13 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx 1.8 xxxx 0.5 xxxx xxxx xxxxx Control Del: 8.7 xxxx xxxxx xxxxx xxxx xxxxx 35.9 xxxx 10.8 xxxxx xxxx xxxxx LOS by Move: A * * * * * E * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 22.1 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-27
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (PM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 90
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 94 397 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/13/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
73
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.273
0
0
Avg Crit Del (sec/veh):
3.2
0
1
Avg Delay (sec/veh):
3.2
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 70 268 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 13 May 2010 << Base Vol: 60 231 0 0 342 81 78 0 63 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: 60 231 0 0 342 81 78 0 63 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 231 0 0 342 81 78 0 63 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: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 70 268 0 0 397 94 90 0 73 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 70 268 0 0 397 94 90 0 73 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 491 xxxx xxxxx xxxx xxxx xxxxx 804 xxxx 397 xxxx xxxx xxxxx Potent Cap.: 1062 xxxx xxxxx xxxx xxxx xxxxx 350 xxxx 648 xxxx xxxx xxxxx Move Cap.: 1062 xxxx xxxxx xxxx xxxx xxxxx 332 xxxx 648 xxxx xxxx xxxxx Volume/Cap: 0.07 xxxx xxxx xxxx xxxx xxxx 0.27 xxxx 0.11 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.1 xxxx 0.4 xxxx xxxx xxxxx Control Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx 19.9 xxxx 11.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 16.0 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-28
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 90
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 94 412 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/13/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
80
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.285
0
0
Avg Crit Del (sec/veh):
3.3
0
1
Avg Delay (sec/veh):
3.3
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 73 276 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 13 May 2010 << Base Vol: 60 231 0 0 342 81 78 0 63 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: 60 231 0 0 342 81 78 0 63 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 3 7 0 0 13 0 0 0 6 0 0 0 Initial Fut: 63 238 0 0 355 81 78 0 69 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 73 276 0 0 412 94 90 0 80 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 73 276 0 0 412 94 90 0 80 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 506 xxxx xxxxx xxxx xxxx xxxxx 834 xxxx 412 xxxx xxxx xxxxx Potent Cap.: 1049 xxxx xxxxx xxxx xxxx xxxxx 335 xxxx 636 xxxx xxxx xxxxx Move Cap.: 1049 xxxx xxxxx xxxx xxxx xxxxx 318 xxxx 636 xxxx xxxx xxxxx Volume/Cap: 0.07 xxxx xxxx xxxx xxxx xxxx 0.28 xxxx 0.13 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.1 xxxx 0.4 xxxx xxxx xxxxx Control Del: 8.7 xxxx xxxxx xxxxx xxxx xxxxx 20.8 xxxx 11.5 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 16.4 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-29
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (AM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 41
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 50 377 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
47
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.194
0
0
Avg Crit Del (sec/veh):
2.5
0
0
Avg Delay (sec/veh):
2.5
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 125 485 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 12 May 2010 << Base Vol: 98 382 0 0 297 39 32 0 37 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: 98 382 0 0 297 39 32 0 37 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 98 382 0 0 297 39 32 0 37 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: 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 PHF Volume: 125 485 0 0 377 50 41 0 47 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 125 485 0 0 377 50 41 0 47 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 427 xxxx xxxxx xxxx xxxx xxxxx 1112 1112 377 xxxx xxxx xxxxx Potent Cap.: 1122 xxxx xxxxx xxxx xxxx xxxxx 229 207 665 xxxx xxxx xxxxx Move Cap.: 1122 xxxx xxxxx xxxx xxxx xxxxx 210 184 665 xxxx xxxx xxxxx Volume/Cap: 0.11 xxxx xxxx xxxx xxxx xxxx 0.19 0.00 0.07 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 331 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.0 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 19.7 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 19.7 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-30
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 41
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 50 381 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
47
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.200
0
0
Avg Crit Del (sec/veh):
2.5
0
0
Avg Delay (sec/veh):
2.5
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 1 0 0 126 498 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 12 May 2010 << Base Vol: 98 382 0 0 297 39 32 0 37 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: 98 382 0 0 297 39 32 0 37 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 1 10 0 0 3 0 0 0 0 0 0 0 Initial Fut: 99 392 0 0 300 39 32 0 37 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: 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 PHF Volume: 126 498 0 0 381 50 41 0 47 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 126 498 0 0 381 50 41 0 47 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 431 xxxx xxxxx xxxx xxxx xxxxx 1131 1131 381 xxxx xxxx xxxxx Potent Cap.: 1118 xxxx xxxxx xxxx xxxx xxxxx 223 202 662 xxxx xxxx xxxxx Move Cap.: 1118 xxxx xxxxx xxxx xxxx xxxxx 204 179 662 xxxx xxxx xxxxx Volume/Cap: 0.11 xxxx xxxx xxxx xxxx xxxx 0.20 0.00 0.07 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 324 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 20.2 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 20.2 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-31
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (PM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 61
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 35 366 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
115
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.171
0
0
Avg Crit Del (sec/veh):
3.4
0
0
Avg Delay (sec/veh):
3.4
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 0 33 199 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 12 May 2010 << Base Vol: 28 171 0 0 314 30 52 0 99 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: 28 171 0 0 314 30 52 0 99 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 28 171 0 0 314 30 52 0 99 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: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 33 199 0 0 366 35 61 0 115 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 33 199 0 0 366 35 61 0 115 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 400 xxxx xxxxx xxxx xxxx xxxxx 630 630 366 xxxx xxxx xxxxx Potent Cap.: 1147 xxxx xxxxx xxxx xxxx xxxxx 443 396 675 xxxx xxxx xxxxx Move Cap.: 1147 xxxx xxxxx xxxx xxxx xxxxx 433 385 675 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.14 0.00 0.17 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 566 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.3 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.2 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 14.2 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-32
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 61
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 35 378 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
116
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.175
0
0
Avg Crit Del (sec/veh):
3.4
0
0
Avg Delay (sec/veh):
3.4
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 0 34 207 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 12 May 2010 << Base Vol: 28 171 0 0 314 30 52 0 99 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: 28 171 0 0 314 30 52 0 99 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 1 7 0 0 11 0 0 0 1 0 0 0 Initial Fut: 29 178 0 0 325 30 52 0 100 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: 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 PHF Volume: 34 207 0 0 378 35 61 0 116 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 34 207 0 0 378 35 61 0 116 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 413 xxxx xxxxx xxxx xxxx xxxxx 653 653 378 xxxx xxxx xxxxx Potent Cap.: 1135 xxxx xxxxx xxxx xxxx xxxxx 429 384 664 xxxx xxxx xxxxx Move Cap.: 1135 xxxx xxxxx xxxx xxxx xxxxx 419 373 664 xxxx xxxx xxxxx Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.14 0.00 0.18 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 553 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.4 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.5 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 14.5 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-33
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 126
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 64 282 72*** 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
6/9/2010 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
150
164***
Lanes:
Final Vol:
1
65
0
2
Critical V/C:
0.286
2
0
Avg Crit Del (sec/veh):
26.6
0
1
Avg Delay (sec/veh):
28.3
1
LOS:
Lanes: Final Vol:
215
133***
C
2 0 3 0 1 148 483*** 39 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 9 Jun 2010 << Base Vol: 134 437 35 65 255 58 114 136 148 120 194 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: 134 437 35 65 255 58 114 136 148 120 194 59 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 134 437 35 65 255 58 114 136 148 120 194 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 148 483 39 72 282 64 126 150 164 133 215 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 483 39 72 282 64 126 150 164 133 215 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 148 483 39 72 282 64 126 150 164 133 215 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.09 0.03 0.02 0.05 0.04 0.04 0.04 0.11 0.08 0.06 0.04 Crit Moves: **** **** **** **** Green Time: 18.3 32.6 59.3 7.7 22.0 40.2 18.2 21.0 39.3 26.7 29.5 37.2 Volume/Cap: 0.25 0.29 0.04 0.29 0.25 0.11 0.20 0.20 0.27 0.29 0.20 0.11 Delay/Veh: 35.2 25.1 8.5 44.2 32.3 18.7 34.8 32.6 20.8 29.4 26.5 20.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.2 25.1 8.5 44.2 32.3 18.7 34.8 32.6 20.8 29.4 26.5 20.7 LOS by Move: D C A D C B C C C C C C HCM2kAvgQ: 2 4 0 1 2 1 2 2 3 3 2 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-34
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 126
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 64 287 73*** 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
6/9/2010 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
155
167***
Lanes:
Final Vol:
1
67
0
2
Critical V/C:
0.288
2
0
Avg Crit Del (sec/veh):
26.3
0
1
Avg Delay (sec/veh):
28.2
1
LOS:
Lanes: Final Vol:
227
133***
C
2 0 3 0 1 158 496*** 39 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 9 Jun 2010 << Base Vol: 134 437 35 65 255 58 114 136 148 120 194 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: 134 437 35 65 255 58 114 136 148 120 194 59 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 9 11 0 1 4 0 0 4 3 0 11 2 Initial Fut: 143 448 35 66 259 58 114 140 151 120 205 61 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 158 496 39 73 287 64 126 155 167 133 227 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 158 496 39 73 287 64 126 155 167 133 227 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: 158 496 39 73 287 64 126 155 167 133 227 67 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.10 0.03 0.02 0.06 0.04 0.04 0.04 0.11 0.08 0.06 0.04 Crit Moves: **** **** **** **** Green Time: 19.1 33.2 59.7 7.7 21.9 39.2 17.4 20.6 39.6 26.5 29.7 37.4 Volume/Cap: 0.25 0.29 0.04 0.29 0.25 0.11 0.21 0.21 0.27 0.29 0.21 0.12 Delay/Veh: 34.6 24.8 8.4 44.2 32.4 19.4 35.6 33.1 20.7 29.6 26.4 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.6 24.8 8.4 44.2 32.4 19.4 35.6 33.1 20.7 29.6 26.4 20.6 LOS by Move: C C A D C B D C C C C C HCM2kAvgQ: 2 4 0 1 3 1 2 2 3 3 3 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-35
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 152
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 128 692*** 197 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
6/9/2010 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
435***
273
Lanes:
Final Vol:
1
29
0
2
Critical V/C:
0.531
2
0
Avg Crit Del (sec/veh):
34.7
0
1
Avg Delay (sec/veh):
31.1
1
LOS:
Lanes: Final Vol:
328
222***
C
2 0 3 0 1 285*** 485 136 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 9 Jun 2010 << Base Vol: 232 395 111 160 563 104 124 354 222 181 267 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 395 111 160 563 104 124 354 222 181 267 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 232 395 111 160 563 104 124 354 222 181 267 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 PHF Volume: 285 485 136 197 692 128 152 435 273 222 328 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 285 485 136 197 692 128 152 435 273 222 328 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 285 485 136 197 692 128 152 435 273 222 328 29 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.06 0.13 0.09 0.04 0.12 0.18 0.13 0.09 0.02 Crit Moves: **** **** **** **** Green Time: 16.4 25.3 49.4 16.2 25.1 40.4 15.3 22.4 38.8 24.1 31.2 47.4 Volume/Cap: 0.53 0.37 0.19 0.37 0.53 0.22 0.29 0.53 0.45 0.53 0.29 0.04 Delay/Veh: 39.3 31.0 14.2 37.8 32.8 19.6 37.8 34.8 23.3 34.3 26.1 14.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.3 31.0 14.2 37.8 32.8 19.6 37.8 34.8 23.3 34.3 26.1 14.1 LOS by Move: D C B D C B D C C C C B HCM2kAvgQ: 5 4 2 3 7 3 2 6 6 6 4 0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-36
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 152
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 128 708*** 200 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
6/9/2010 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
451***
285
Lanes:
Final Vol:
1
32
0
2
Critical V/C:
0.542
2
0
Avg Crit Del (sec/veh):
34.8
0
1
Avg Delay (sec/veh):
31.2
1
LOS:
Lanes: Final Vol:
337
222***
C
2 0 3 0 1 292*** 495 136 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 9 Jun 2010 << Base Vol: 232 395 111 160 563 104 124 354 222 181 267 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 395 111 160 563 104 124 354 222 181 267 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 6 8 0 3 13 0 0 13 10 0 7 2 Initial Fut: 238 403 111 163 576 104 124 367 232 181 274 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: 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 PHF Volume: 292 495 136 200 708 128 152 451 285 222 337 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 292 495 136 200 708 128 152 451 285 222 337 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 292 495 136 200 708 128 152 451 285 222 337 32 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.10 0.09 0.06 0.14 0.09 0.04 0.12 0.18 0.13 0.09 0.02 Crit Moves: **** **** **** **** Green Time: 16.4 25.4 49.0 16.2 25.2 40.2 15.0 22.8 39.2 23.6 31.4 47.6 Volume/Cap: 0.54 0.38 0.19 0.38 0.54 0.22 0.29 0.54 0.47 0.54 0.29 0.04 Delay/Veh: 39.5 30.9 14.5 37.8 32.9 19.8 38.1 34.8 23.2 34.9 26.1 14.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 30.9 14.5 37.8 32.9 19.8 38.1 34.8 23.2 34.9 26.1 14.0 LOS by Move: D C B D C B D C C C C B HCM2kAvgQ: 5 4 2 3 7 3 2 6 6 7 4 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-37
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 297***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 195 162 0*** 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Split Rights=Include
1 0
0
49
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.389
0
0
Avg Crit Del (sec/veh):
12.2
0
1
Avg Delay (sec/veh):
11.6
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 0 63 298*** 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 47 223 0 0 121 146 222 0 37 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: 47 223 0 0 121 146 222 0 37 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 47 223 0 0 121 146 222 0 37 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: 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 PHF Volume: 63 298 0 0 162 195 297 0 49 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 298 0 0 162 195 297 0 49 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 298 0 0 162 195 297 0 49 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.96 1.00 1.00 0.96 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 1828 0 0 1828 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.00 0.00 0.09 0.13 0.17 0.00 0.03 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 7.3 25.1 0.0 0.0 17.8 43.7 25.9 0.0 33.2 0.0 0.0 0.0 Volume/Cap: 0.30 0.39 0.00 0.00 0.30 0.17 0.39 0.00 0.06 0.00 0.00 0.00 Delay/Veh: 24.8 12.4 0.0 0.0 16.6 2.6 12.0 0.0 6.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.8 12.4 0.0 0.0 16.6 2.6 12.0 0.0 6.2 0.0 0.0 0.0 LOS by Move: C B A A B A B A A A A A HCM2kAvgQ: 1 4 0 0 2 1 4 0 0 0 0 0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-38
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 297***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 195 182 0*** 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Split Rights=Include
1 0
0
60
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.428
0
0
Avg Crit Del (sec/veh):
12.4
0
1
Avg Delay (sec/veh):
12.2
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 0 95 358*** 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 47 223 0 0 121 146 222 0 37 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: 47 223 0 0 121 146 222 0 37 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 24 45 0 0 15 0 0 0 8 0 0 0 Initial Fut: 71 268 0 0 136 146 222 0 45 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: 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 PHF Volume: 95 358 0 0 182 195 297 0 60 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 358 0 0 182 195 297 0 60 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 95 358 0 0 182 195 297 0 60 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.96 1.00 1.00 0.96 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 1828 0 0 1828 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.20 0.00 0.00 0.10 0.13 0.17 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 9.7 27.5 0.0 0.0 17.7 41.3 23.5 0.0 33.3 0.0 0.0 0.0 Volume/Cap: 0.34 0.43 0.00 0.00 0.34 0.18 0.43 0.00 0.07 0.00 0.00 0.00 Delay/Veh: 23.0 11.3 0.0 0.0 16.9 3.4 13.8 0.0 6.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.0 11.3 0.0 0.0 16.9 3.4 13.8 0.0 6.2 0.0 0.0 0.0 LOS by Move: C B A A B A B A A A A A HCM2kAvgQ: 2 5 0 0 3 1 4 0 1 0 0 0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-39
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 125***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 169 204*** 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Split Rights=Include
1 0
0
35
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.251
0
0
Avg Crit Del (sec/veh):
14.6
0
1
Avg Delay (sec/veh):
10.0
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 0 53*** 125 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 48 113 0 0 184 152 113 0 32 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: 48 113 0 0 184 152 113 0 32 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 113 0 0 184 152 113 0 32 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 53 125 0 0 204 169 125 0 35 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 125 0 0 204 169 125 0 35 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 53 125 0 0 204 169 125 0 35 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.96 1.00 1.00 0.96 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 1828 0 0 1828 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.00 0.00 0.11 0.11 0.07 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 7.3 34.0 0.0 0.0 26.7 43.7 17.0 0.0 24.3 0.0 0.0 0.0 Volume/Cap: 0.25 0.12 0.00 0.00 0.25 0.15 0.25 0.00 0.06 0.00 0.00 0.00 Delay/Veh: 24.5 6.1 0.0 0.0 10.6 2.6 16.9 0.0 10.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.5 6.1 0.0 0.0 10.6 2.6 16.9 0.0 10.9 0.0 0.0 0.0 LOS by Move: C A A A B A B A B A A A HCM2kAvgQ: 1 1 0 0 2 1 2 0 0 0 0 0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-40
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 125***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 169 261*** 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Split Rights=Include
1 0
0
65
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.299
0
0
Avg Crit Del (sec/veh):
14.6
0
1
Avg Delay (sec/veh):
10.3
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 0 71*** 159 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 48 113 0 0 184 152 113 0 32 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: 48 113 0 0 184 152 113 0 32 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 16 30 0 0 51 0 0 0 27 0 0 0 Initial Fut: 64 143 0 0 235 152 113 0 59 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 71 159 0 0 261 169 125 0 65 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 159 0 0 261 169 125 0 65 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 71 159 0 0 261 169 125 0 65 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.96 1.00 1.00 0.96 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 1828 0 0 1828 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.00 0.00 0.14 0.11 0.07 0.00 0.04 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 8.2 36.8 0.0 0.0 28.6 42.8 14.2 0.0 22.4 0.0 0.0 0.0 Volume/Cap: 0.30 0.14 0.00 0.00 0.30 0.15 0.30 0.00 0.11 0.00 0.00 0.00 Delay/Veh: 24.0 5.0 0.0 0.0 9.8 2.8 19.2 0.0 12.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.0 5.0 0.0 0.0 9.8 2.8 19.2 0.0 12.4 0.0 0.0 0.0 LOS by Move: C A A A A A B A B A A A HCM2kAvgQ: 1 1 0 0 3 1 2 0 1 0 0 0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-41
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 46
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 39 354 145*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
5/27/2010 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
53
18
Lanes:
Final Vol:
1
194
0
1
Critical V/C:
0.342
1
0
Avg Crit Del (sec/veh):
13.6
0
1
Avg Delay (sec/veh):
12.4
1
LOS:
Lanes: Final Vol:
82***
31
B
1 0 1 1 0 26 478*** 33 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 27 May 2010 << Base Vol: 23 416 29 126 308 34 40 46 16 27 71 169 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 416 29 126 308 34 40 46 16 27 71 169 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 416 29 126 308 34 40 46 16 27 71 169 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 26 478 33 145 354 39 46 53 18 31 82 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 478 33 145 354 39 46 53 18 31 82 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 26 478 33 145 354 39 46 53 18 31 82 194 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.85 0.85 0.86 0.86 0.77 0.68 0.96 0.82 0.70 0.96 0.82 Lanes: 1.00 1.87 0.13 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3037 212 1641 3281 1468 1285 1828 1554 1325 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.16 0.16 0.09 0.11 0.03 0.04 0.03 0.01 0.02 0.04 0.13 Crit Moves: **** **** **** Green Time: 5.6 27.7 27.7 15.5 37.5 37.5 7.8 7.8 13.5 7.8 7.8 23.3 Volume/Cap: 0.17 0.34 0.34 0.34 0.17 0.04 0.27 0.22 0.05 0.18 0.34 0.32 Delay/Veh: 25.6 10.5 10.5 18.6 4.7 4.3 24.4 23.8 18.3 23.7 24.6 13.1 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: 25.6 10.5 10.5 18.6 4.7 4.3 24.4 23.8 18.3 23.7 24.6 13.1 LOS by Move: C B B B A A C C B C C B HCM2kAvgQ: 1 3 3 2 2 0 1 1 0 1 2 3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-42
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 46
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 39 363 145*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
5/27/2010 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
53
18
Lanes:
Final Vol:
1
194
0
1
Critical V/C:
0.351
1
0
Avg Crit Del (sec/veh):
13.4
0
1
Avg Delay (sec/veh):
12.3
1
LOS:
Lanes: Final Vol:
82***
31
B
1 0 1 1 0 26 505*** 33 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 27 May 2010 << Base Vol: 23 416 29 126 308 34 40 46 16 27 71 169 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 416 29 126 308 34 40 46 16 27 71 169 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 23 0 0 8 0 0 0 0 0 0 0 Initial Fut: 23 439 29 126 316 34 40 46 16 27 71 169 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 26 505 33 145 363 39 46 53 18 31 82 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 505 33 145 363 39 46 53 18 31 82 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 26 505 33 145 363 39 46 53 18 31 82 194 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 0.86 0.86 0.77 0.68 0.96 0.82 0.70 0.96 0.82 Lanes: 1.00 1.88 0.12 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3050 202 1641 3281 1468 1285 1828 1554 1325 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.17 0.17 0.09 0.11 0.03 0.04 0.03 0.01 0.02 0.04 0.13 Crit Moves: **** **** **** Green Time: 5.5 28.3 28.3 15.1 37.9 37.9 7.6 7.6 13.1 7.6 7.6 22.7 Volume/Cap: 0.18 0.35 0.35 0.35 0.18 0.04 0.28 0.23 0.05 0.18 0.35 0.33 Delay/Veh: 25.7 10.2 10.2 19.0 4.6 4.2 24.6 24.0 18.6 23.9 24.8 13.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.7 10.2 10.2 19.0 4.6 4.2 24.6 24.0 18.6 23.9 24.8 13.6 LOS by Move: C B B B A A C C B C C B HCM2kAvgQ: 1 4 4 3 2 0 1 1 0 1 2 3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-43
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 45
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 64 611 213*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
6/3/2010 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
62
22
Lanes:
Final Vol:
1
234
0
1
Critical V/C:
0.430
1
0
Avg Crit Del (sec/veh):
14.7
0
1
Avg Delay (sec/veh):
12.0
1
LOS:
Lanes: Final Vol:
91***
24
B
1 0 1 1 0 40 574*** 31 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 3 Jun 2010 << Base Vol: 38 549 30 204 584 61 43 59 21 23 87 224 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 38 549 30 204 584 61 43 59 21 23 87 224 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 38 549 30 204 584 61 43 59 21 23 87 224 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 40 574 31 213 611 64 45 62 22 24 91 234 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 574 31 213 611 64 45 62 22 24 91 234 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 574 31 213 611 64 45 62 22 24 91 234 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 0.86 0.86 0.77 0.67 0.96 0.82 0.69 0.96 0.82 Lanes: 1.00 1.90 0.10 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3087 169 1641 3281 1468 1272 1828 1554 1312 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.19 0.19 0.13 0.19 0.04 0.04 0.03 0.01 0.02 0.05 0.15 Crit Moves: **** **** **** Green Time: 5.1 25.9 25.9 18.1 39.0 39.0 6.9 6.9 12.0 6.9 6.9 25.1 Volume/Cap: 0.29 0.43 0.43 0.43 0.29 0.07 0.31 0.29 0.07 0.16 0.43 0.36 Delay/Veh: 26.9 12.1 12.1 17.4 4.6 3.9 25.5 25.1 19.6 24.4 26.1 12.3 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: 26.9 12.1 12.1 17.4 4.6 3.9 25.5 25.1 19.6 24.4 26.1 12.3 LOS by Move: C B B B A A C C B C C B HCM2kAvgQ: 1 4 4 4 3 0 1 1 0 1 2 3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-44
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 45
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 64 638 213*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
6/3/2010 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
62
22
Lanes:
Final Vol:
1
234
0
1
Critical V/C:
0.436
1
0
Avg Crit Del (sec/veh):
14.7
0
1
Avg Delay (sec/veh):
11.9
1
LOS:
Lanes: Final Vol:
91***
24
B
1 0 1 1 0 40 590*** 31 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 3 Jun 2010 << Base Vol: 38 549 30 204 584 61 43 59 21 23 87 224 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 38 549 30 204 584 61 43 59 21 23 87 224 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 15 0 0 26 0 0 0 0 0 0 0 Initial Fut: 38 564 30 204 610 61 43 59 21 23 87 224 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 40 590 31 213 638 64 45 62 22 24 91 234 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 590 31 213 638 64 45 62 22 24 91 234 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 590 31 213 638 64 45 62 22 24 91 234 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 0.86 0.86 0.77 0.67 0.96 0.82 0.69 0.96 0.82 Lanes: 1.00 1.90 0.10 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3091 164 1641 3281 1468 1272 1828 1554 1312 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.19 0.19 0.13 0.19 0.04 0.04 0.03 0.01 0.02 0.05 0.15 Crit Moves: **** **** **** Green Time: 4.9 26.3 26.3 17.9 39.3 39.3 6.8 6.8 11.7 6.8 6.8 24.7 Volume/Cap: 0.30 0.44 0.44 0.44 0.30 0.07 0.31 0.30 0.07 0.16 0.44 0.37 Delay/Veh: 27.2 11.9 11.9 17.6 4.5 3.8 25.6 25.2 19.8 24.5 26.2 12.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.2 11.9 11.9 17.6 4.5 3.8 25.6 25.2 19.8 24.5 26.2 12.6 LOS by Move: C B B B A A C C B C C B HCM2kAvgQ: 1 5 5 4 3 0 1 1 0 1 2 3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-45
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 138***
196 1
Signal=Split/Rights=Overlap 0 162*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
3/4/2009 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
179
0
Lanes:
Final Vol:
1
354
0
1
Critical V/C:
0.539
1
0
Avg Crit Del (sec/veh):
15.4
0
0
Avg Delay (sec/veh):
11.5
0
LOS:
Lanes: Final Vol:
0 0
531***
0
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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: 4 Mar 2009 << Base Vol: 0 0 0 133 0 161 113 147 0 0 436 291 Growth Adj: 1.00 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 0 133 0 161 113 147 0 0 436 291 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 133 0 161 113 147 0 0 436 291 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 0 0 0 162 0 196 138 179 0 0 531 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 162 0 196 138 179 0 0 531 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 162 0 196 138 179 0 0 531 354 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.97 1.00 1.00 0.97 0.83 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 1769 0 1583 1753 1845 0 0 1845 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.12 0.08 0.10 0.00 0.00 0.29 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.2 0.0 18.9 8.7 40.8 0.0 0.0 32.1 42.3 Volume/Cap: 0.00 0.00 0.00 0.54 0.00 0.39 0.54 0.14 0.00 0.00 0.54 0.32 Delay/Veh: 0.0 0.0 0.0 24.7 0.0 16.5 26.1 3.5 0.0 0.0 9.7 3.6 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: 0.0 0.0 0.0 24.7 0.0 16.5 26.1 3.5 0.0 0.0 9.7 3.6 LOS by Move: A A A C A B C A A A A A HCM2kAvgQ: 0 0 0 4 0 3 3 1 0 0 6 2 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-46
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 138***
196 1
Signal=Split/Rights=Overlap 0 162*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
3/4/2009 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
184
0
Lanes:
Final Vol:
1
354
0
1
Critical V/C:
0.547
1
0
Avg Crit Del (sec/veh):
15.4
0
0
Avg Delay (sec/veh):
11.5
0
LOS:
Lanes: Final Vol:
0 0
544***
0
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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: 4 Mar 2009 << Base Vol: 0 0 0 133 0 161 113 147 0 0 436 291 Growth Adj: 1.00 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 0 133 0 161 113 147 0 0 436 291 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 4 0 0 11 0 Initial Fut: 0 0 0 133 0 161 113 151 0 0 447 291 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 0 0 0 162 0 196 138 184 0 0 544 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 162 0 196 138 184 0 0 544 354 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 162 0 196 138 184 0 0 544 354 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.97 1.00 1.00 0.97 0.83 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 1769 0 1583 1753 1845 0 0 1845 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.12 0.08 0.10 0.00 0.00 0.30 0.23 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 18.6 8.6 41.0 0.0 0.0 32.4 42.4 Volume/Cap: 0.00 0.00 0.00 0.55 0.00 0.40 0.55 0.15 0.00 0.00 0.55 0.32 Delay/Veh: 0.0 0.0 0.0 25.0 0.0 16.8 26.4 3.4 0.0 0.0 9.7 3.5 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 25.0 0.0 16.8 26.4 3.4 0.0 0.0 9.7 3.5 LOS by Move: A A A C A B C A A A A A HCM2kAvgQ: 0 0 0 4 0 3 3 1 0 0 6 2 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-47
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 169
99 1
Signal=Split/Rights=Overlap 0 141*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
3/4/2009 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
438***
0
Lanes:
Final Vol:
1
160
0
1
Critical V/C:
0.373
1
0
Avg Crit Del (sec/veh):
9.1
0
0
Avg Delay (sec/veh):
10.9
0
LOS:
Lanes: Final Vol:
0 0
238
0***
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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: 4 Mar 2009 << Base Vol: 0 0 0 127 0 89 152 395 0 0 214 144 Growth Adj: 1.00 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 0 127 0 89 152 395 0 0 214 144 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 127 0 89 152 395 0 0 214 144 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 141 0 99 169 438 0 0 238 160 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 141 0 99 169 438 0 0 238 160 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 141 0 99 169 438 0 0 238 160 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.97 1.00 1.00 0.97 0.83 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 1769 0 1583 1753 1845 0 0 1845 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.06 0.10 0.24 0.00 0.00 0.13 0.10 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 12.8 0.0 29.1 16.3 38.2 0.0 0.0 21.9 34.7 Volume/Cap: 0.00 0.00 0.00 0.37 0.00 0.13 0.35 0.37 0.00 0.00 0.35 0.18 Delay/Veh: 0.0 0.0 0.0 20.8 0.0 8.5 18.0 5.4 0.0 0.0 14.2 6.1 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 20.8 0.0 8.5 18.0 5.4 0.0 0.0 14.2 6.1 LOS by Move: A A A C A A B A A A B A HCM2kAvgQ: 0 0 0 3 0 1 3 4 0 0 3 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-48
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 169
99 1
Signal=Split/Rights=Overlap 0 141*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
3/4/2009 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
453***
0
Lanes:
Final Vol:
1
160
0
1
Critical V/C:
0.383
1
0
Avg Crit Del (sec/veh):
9.1
0
0
Avg Delay (sec/veh):
10.8
0
LOS:
Lanes: Final Vol:
0 0
245
0***
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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: 4 Mar 2009 << Base Vol: 0 0 0 127 0 89 152 395 0 0 214 144 Growth Adj: 1.00 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 0 127 0 89 152 395 0 0 214 144 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 13 0 0 7 0 Initial Fut: 0 0 0 127 0 89 152 408 0 0 221 144 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 0 141 0 99 169 453 0 0 245 160 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 141 0 99 169 453 0 0 245 160 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 141 0 99 169 453 0 0 245 160 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.97 1.00 1.00 0.97 0.83 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 1769 0 1583 1753 1845 0 0 1845 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.06 0.10 0.25 0.00 0.00 0.13 0.10 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 12.5 0.0 28.7 16.2 38.5 0.0 0.0 22.3 34.8 Volume/Cap: 0.00 0.00 0.00 0.38 0.00 0.13 0.36 0.38 0.00 0.00 0.36 0.18 Delay/Veh: 0.0 0.0 0.0 21.1 0.0 8.8 18.2 5.3 0.0 0.0 14.0 6.0 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 21.1 0.0 8.8 18.2 5.3 0.0 0.0 14.0 6.0 LOS by Move: A A A C A A B A A A B A HCM2kAvgQ: 0 0 0 3 0 1 3 4 0 0 3 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-49
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (AM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 24
43 1
Signal=Stop/Rights=Include 6 30 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
278
30
Lanes:
Final Vol:
1
15
0
1
Critical V/C:
0.236
1
0
Avg Crit Del (sec/veh):
3.8
0
1
Avg Delay (sec/veh):
3.8
1
LOS:
Lanes: Final Vol:
1 53
427
59
C
0
1 0 1 6 41 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 20 May 2010 << Base Vol: 46 5 36 26 5 38 21 243 26 52 373 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 5 36 26 5 38 21 243 26 52 373 13 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 5 36 26 5 38 21 243 26 52 373 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 53 6 41 30 6 43 24 278 30 59 427 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 53 6 41 30 6 43 24 278 30 59 427 15 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.2 xxxx xxxxx 4.2 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 904 887 278 910 902 427 442 xxxx xxxxx 308 xxxx xxxxx Potent Cap.: 258 283 761 255 278 628 1077 xxxx xxxxx 1209 xxxx xxxxx Move Cap.: 223 263 761 225 258 628 1077 xxxx xxxxx 1209 xxxx xxxxx Volume/Cap: 0.24 0.02 0.05 0.13 0.02 0.07 0.02 xxxx xxxx 0.05 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.9 0.1 0.2 0.4 0.1 0.2 0.1 xxxx xxxxx 0.2 xxxx xxxxx Control Del: 26.0 19.0 10.0 23.4 19.3 11.2 8.4 xxxx xxxxx 8.1 xxxx xxxxx LOS by Move: D C B C C B 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:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 19.0 16.4 xxxxxx xxxxxx ApproachLOS: C C * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-50
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 24
43 1
Signal=Stop/Rights=Include 6 30 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
295
30
Lanes:
Final Vol:
1
15
0
1
Critical V/C:
0.264
1
0
Avg Crit Del (sec/veh):
3.9
0
1
Avg Delay (sec/veh):
3.9
1
LOS:
Lanes: Final Vol:
1 53
477
59
C
0
1 0 1 6 41 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 20 May 2010 << Base Vol: 46 5 36 26 5 38 21 243 26 52 373 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 5 36 26 5 38 21 243 26 52 373 13 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 15 0 0 44 0 Initial Fut: 46 5 36 26 5 38 21 258 26 52 417 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 53 6 41 30 6 43 24 295 30 59 477 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 53 6 41 30 6 43 24 295 30 59 477 15 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.2 xxxx xxxxx 4.2 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 971 954 295 978 969 477 492 xxxx xxxxx 325 xxxx xxxxx Potent Cap.: 232 259 744 230 253 588 1031 xxxx xxxxx 1191 xxxx xxxxx Move Cap.: 199 240 744 201 235 588 1031 xxxx xxxxx 1191 xxxx xxxxx Volume/Cap: 0.26 0.02 0.06 0.15 0.02 0.07 0.02 xxxx xxxx 0.05 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.0 0.1 0.2 0.5 0.1 0.2 0.1 xxxx xxxxx 0.2 xxxx xxxxx Control Del: 29.4 20.4 10.1 25.9 20.7 11.6 8.6 xxxx xxxxx 8.2 xxxx xxxxx LOS by Move: D C B D C B 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:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 20.9 17.7 xxxxxx xxxxxx ApproachLOS: C C * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-51
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (PM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 80
29 1
Signal=Stop/Rights=Include 2 36 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
674
74
Lanes:
Final Vol:
1
40
0
1
Critical V/C:
0.393
1
0
Avg Crit Del (sec/veh):
4.9
0
1
Avg Delay (sec/veh):
4.9
1
LOS:
Lanes: Final Vol:
1 49
281
58
D
0
1 0 1 4 40 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 20 May 2010 << Base Vol: 40 3 33 30 2 24 66 554 61 48 231 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 3 33 30 2 24 66 554 61 48 231 33 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 3 33 30 2 24 66 554 61 48 231 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 49 4 40 36 2 29 80 674 74 58 281 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 49 4 40 36 2 29 80 674 74 58 281 40 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.2 xxxx xxxxx 4.2 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1268 1273 674 1291 1307 281 321 xxxx xxxxx 748 xxxx xxxxx Potent Cap.: 145 167 455 140 160 758 1195 xxxx xxxxx 825 xxxx xxxxx Move Cap.: 124 145 455 113 138 758 1195 xxxx xxxxx 825 xxxx xxxxx Volume/Cap: 0.39 0.03 0.09 0.32 0.02 0.04 0.07 xxxx xxxx 0.07 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.7 0.1 0.3 1.3 0.1 0.1 0.2 xxxx xxxxx 0.2 xxxx xxxxx Control Del: 51.8 30.4 13.7 51.6 31.5 9.9 8.2 xxxx xxxxx 9.7 xxxx xxxxx LOS by Move: F D B F D 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:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 34.4 33.1 xxxxxx xxxxxx ApproachLOS: D D * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-52
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 80
29 1
Signal=Stop/Rights=Include 2 36 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
735
74
Lanes:
Final Vol:
1
40
0
1
Critical V/C:
0.462
1
0
Avg Crit Del (sec/veh):
5.4
0
1
Avg Delay (sec/veh):
5.4
1
LOS:
Lanes: Final Vol:
1 49
316
58
E
0
1 0 1 4 40 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 20 May 2010 << Base Vol: 40 3 33 30 2 24 66 554 61 48 231 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 3 33 30 2 24 66 554 61 48 231 33 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 50 0 0 29 0 Initial Fut: 40 3 33 30 2 24 66 604 61 48 260 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 49 4 40 36 2 29 80 735 74 58 316 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 49 4 40 36 2 29 80 735 74 58 316 40 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.1 6.5 6.2 7.1 6.5 6.2 4.2 xxxx xxxxx 4.2 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1364 1369 735 1387 1403 316 356 xxxx xxxxx 809 xxxx xxxxx Potent Cap.: 125 147 420 120 140 724 1159 xxxx xxxxx 783 xxxx xxxxx Move Cap.: 105 126 420 95 120 724 1159 xxxx xxxxx 783 xxxx xxxxx Volume/Cap: 0.46 0.03 0.10 0.38 0.02 0.04 0.07 xxxx xxxx 0.07 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 2.0 0.1 0.3 1.5 0.1 0.1 0.2 xxxx xxxxx 0.2 xxxx xxxxx Control Del: 65.6 34.4 14.5 64.8 35.5 10.2 8.3 xxxx xxxxx 10.0 xxxx xxxxx LOS by Move: F D B F E B 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:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 42.2 40.3 xxxxxx xxxxxx ApproachLOS: E E * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-53
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 1***
6 0
Signal=Split/Rights=Include 14 43*** 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
6/8/2010 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
528
286
Lanes:
Final Vol:
0
33
1
1
Critical V/C:
1.118
0
0
Avg Crit Del (sec/veh):
110.6
0
1
Avg Delay (sec/veh):
80.9
1
LOS:
Lanes: Final Vol:
0 678***
934***
52
F
1
0 0 1 18 20 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 572 15 17 36 12 5 1 446 241 44 788 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 572 15 17 36 12 5 1 446 241 44 788 28 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 572 15 17 36 12 5 1 446 241 44 788 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 PHF Volume: 678 18 20 43 14 6 1 528 286 52 934 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 678 18 20 43 14 6 1 528 286 52 934 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 678 18 20 43 14 6 1 528 286 52 934 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.94 0.94 0.94 0.83 0.88 0.75 0.83 0.87 0.87 Lanes: 0.97 0.03 1.00 0.68 0.23 0.09 1.00 1.00 1.00 1.00 0.97 0.03 Final Sat.: 1715 45 1568 1207 402 168 1583 1666 1416 1583 1601 57 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.40 0.40 0.01 0.04 0.04 0.04 0.00 0.32 0.20 0.03 0.58 0.58 Crit Moves: **** **** **** **** Green Time: 46.0 46.0 52.4 4.1 4.1 4.1 0.1 61.5 107.5 6.4 67.8 67.8 Volume/Cap: 1.12 1.12 0.03 1.12 1.12 1.12 1.12 0.67 0.24 0.67 1.12 1.12 Delay/Veh: 114.9 115 23.5 219.0 219 219.0 1016 28.6 2.5 81.1 99.3 99.3 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: 114.9 115 23.5 219.0 219 219.0 1016 28.6 2.5 81.1 99.3 99.3 LOS by Move: F F C F F F F C A F F F HCM2kAvgQ: 40 40 0 6 6 6 0 16 3 3 54 54 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-54
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 1***
6 0
Signal=Split/Rights=Include 14 43*** 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
6/8/2010 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
528
290
Lanes:
Final Vol:
0
33
1
1
Critical V/C:
1.126
0
0
Avg Crit Del (sec/veh):
113.7
0
1
Avg Delay (sec/veh):
83.1
1
LOS:
Lanes: Final Vol:
0 691
934***
52
F
1
0 0 1 18*** 20 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 572 15 17 36 12 5 1 446 241 44 788 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 572 15 17 36 12 5 1 446 241 44 788 28 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 11 0 0 0 0 0 0 0 4 0 0 0 Initial Fut: 583 15 17 36 12 5 1 446 245 44 788 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 PHF Volume: 691 18 20 43 14 6 1 528 290 52 934 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 691 18 20 43 14 6 1 528 290 52 934 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 691 18 20 43 14 6 1 528 290 52 934 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.94 0.94 0.94 0.83 0.88 0.75 0.83 0.87 0.87 Lanes: 0.97 0.03 1.00 0.68 0.23 0.09 1.00 1.00 1.00 1.00 0.97 0.03 Final Sat.: 1716 44 1568 1207 402 168 1583 1666 1416 1583 1601 57 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.40 0.40 0.01 0.04 0.04 0.04 0.00 0.32 0.20 0.03 0.58 0.58 Crit Moves: **** **** **** **** Green Time: 46.5 46.5 52.8 4.1 4.1 4.1 0.1 61.1 107.6 6.3 67.3 67.3 Volume/Cap: 1.13 1.13 0.03 1.13 1.13 1.13 1.13 0.67 0.25 0.67 1.13 1.13 Delay/Veh: 117.5 117 23.2 222.2 222 222.2 1024 29.1 2.5 81.9 103 102.8 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: 117.5 117 23.2 222.2 222 222.2 1024 29.1 2.5 81.9 103 102.8 LOS by Move: F F C F F F F C A F F F HCM2kAvgQ: 41 41 0 6 6 6 0 16 3 3 55 55 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-55
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 5
4 0
Signal=Split/Rights=Include 72*** 138 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
6/8/2010 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
778***
453
Lanes:
Final Vol:
0
40
1
1
Critical V/C:
0.879
0
0
Avg Crit Del (sec/veh):
55.3
0
1
Avg Delay (sec/veh):
39.4
1
LOS:
Lanes: Final Vol:
0 327***
683
32***
D
1
0 0 1 10 71 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 298 9 65 126 66 4 5 709 413 29 622 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 298 9 65 126 66 4 5 709 413 29 622 36 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 298 9 65 126 66 4 5 709 413 29 622 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 327 10 71 138 72 4 5 778 453 32 683 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 10 71 138 72 4 5 778 453 32 683 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 327 10 71 138 72 4 5 778 453 32 683 40 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.95 0.95 0.95 0.83 0.88 0.75 0.83 0.87 0.87 Lanes: 0.97 0.03 1.00 0.64 0.34 0.02 1.00 1.00 1.00 1.00 0.95 0.05 Final Sat.: 1708 52 1568 1156 606 37 1583 1666 1416 1583 1563 90 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.05 0.12 0.12 0.12 0.00 0.47 0.32 0.02 0.44 0.44 Crit Moves: **** **** **** **** Green Time: 28.3 28.3 31.3 17.7 17.7 17.7 0.6 69.0 97.3 3.0 71.4 71.4 Volume/Cap: 0.88 0.88 0.19 0.88 0.88 0.88 0.80 0.88 0.43 0.88 0.80 0.80 Delay/Veh: 69.4 69.4 39.5 83.5 83.5 83.5 273.3 36.9 6.3 165.1 28.3 28.3 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: 69.4 69.4 39.5 83.5 83.5 83.5 273.3 36.9 6.3 165.1 28.3 28.3 LOS by Move: E E D F F F F D A F C C HCM2kAvgQ: 16 16 2 11 11 11 0 29 7 3 24 24 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-56
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 5
4 0
Signal=Split/Rights=Include 72*** 138 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
6/8/2010 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
778***
468
Lanes:
Final Vol:
0
40
1
1
Critical V/C:
0.884
0
0
Avg Crit Del (sec/veh):
56.1
0
1
Avg Delay (sec/veh):
39.8
1
LOS:
Lanes: Final Vol:
0 335
683
32***
D
1
0 0 1 10*** 71 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 8 Jun 2010 << Base Vol: 298 9 65 126 66 4 5 709 413 29 622 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 298 9 65 126 66 4 5 709 413 29 622 36 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 7 0 0 0 0 0 0 0 13 0 0 0 Initial Fut: 305 9 65 126 66 4 5 709 426 29 622 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 335 10 71 138 72 4 5 778 468 32 683 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 335 10 71 138 72 4 5 778 468 32 683 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 335 10 71 138 72 4 5 778 468 32 683 40 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.95 0.95 0.95 0.83 0.88 0.75 0.83 0.87 0.87 Lanes: 0.97 0.03 1.00 0.64 0.34 0.02 1.00 1.00 1.00 1.00 0.95 0.05 Final Sat.: 1710 50 1568 1156 606 37 1583 1666 1416 1583 1563 90 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.05 0.12 0.12 0.12 0.00 0.47 0.33 0.02 0.44 0.44 Crit Moves: **** **** **** **** Green Time: 28.8 28.8 31.7 17.6 17.6 17.6 0.6 68.7 97.5 3.0 71.1 71.1 Volume/Cap: 0.88 0.88 0.19 0.88 0.88 0.88 0.80 0.88 0.44 0.88 0.80 0.80 Delay/Veh: 69.6 69.6 39.1 84.6 84.6 84.6 276.6 37.7 6.4 167.3 28.8 28.8 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: 69.6 69.6 39.1 84.6 84.6 84.6 276.6 37.7 6.4 167.3 28.8 28.8 LOS by Move: E E D F F F F D A F C C HCM2kAvgQ: 16 16 2 11 11 11 0 29 7 3 24 24 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-57
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing (AM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 95
96*** 1
Signal=Stop/Rights=Include 25 58 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
127***
76
Lanes:
Final Vol:
1
146***
0
1
Critical V/C:
0.394
1
0
Avg Crit Del (sec/veh):
11.4
0
1
Avg Delay (sec/veh):
11.4
1
LOS:
Lanes: Final Vol:
1 100
78
8
B
0
0 1 0 209 6*** Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 12 May 2010 << Base Vol: 90 189 5 52 23 87 86 115 69 7 70 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 189 5 52 23 87 86 115 69 7 70 132 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 189 5 52 23 87 86 115 69 7 70 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 100 209 6 58 25 96 95 127 76 8 78 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 209 6 58 25 96 95 127 76 8 78 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 209 6 58 25 96 95 127 76 8 78 146 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.97 0.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 502 531 14 450 478 530 467 499 552 451 484 536 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.39 0.39 0.13 0.05 0.18 0.20 0.26 0.14 0.02 0.16 0.27 Crit Moves: **** **** **** **** Delay/Veh: 11.2 12.8 12.8 11.3 10.1 10.3 11.8 11.7 9.8 10.3 11.0 11.2 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: 11.2 12.8 12.8 11.3 10.1 10.3 11.8 11.7 9.8 10.3 11.0 11.2 LOS by Move: B B B B B B B B A B B B ApproachDel: 12.3 10.6 11.3 11.1 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.3 10.6 11.3 11.1 LOS by Appr: B B B B AllWayAvgQ: 0.2 0.6 0.6 0.1 0.0 0.2 0.2 0.3 0.1 0.0 0.2 0.3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-58
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 112
145*** 1
Signal=Stop/Rights=Include 27 64 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
127***
76
Lanes:
Final Vol:
1
148***
0
1
Critical V/C:
0.407
1
0
Avg Crit Del (sec/veh):
11.9
0
1
Avg Delay (sec/veh):
11.9
1
LOS:
Lanes: Final Vol:
1 100
78
8
B
0
0 1 0 209 6*** Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 12 May 2010 << Base Vol: 90 189 5 52 23 87 86 115 69 7 70 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 189 5 52 23 87 86 115 69 7 70 132 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 6 1 44 15 0 0 0 0 2 Initial Fut: 90 189 5 58 24 131 101 115 69 7 70 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 100 209 6 64 27 145 112 127 76 8 78 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 209 6 64 27 145 112 127 76 8 78 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 209 6 64 27 145 112 127 76 8 78 148 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.97 0.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 487 514 14 443 471 523 453 484 532 434 464 513 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.41 0.41 0.14 0.06 0.28 0.25 0.26 0.14 0.02 0.17 0.29 Crit Moves: **** **** **** **** Delay/Veh: 11.5 13.3 13.3 11.6 10.3 11.4 12.6 12.1 10.1 10.6 11.3 11.7 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: 11.5 13.3 13.3 11.6 10.3 11.4 12.6 12.1 10.1 10.6 11.3 11.7 LOS by Move: B B B B B B B B B B B B ApproachDel: 12.7 11.3 11.8 11.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.7 11.3 11.8 11.5 LOS by Appr: B B B B AllWayAvgQ: 0.2 0.6 0.6 0.1 0.1 0.3 0.3 0.3 0.1 0.0 0.2 0.3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-59
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing (PM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 50
60 1
Signal=Stop/Rights=Include 68 90*** 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
240***
243
Lanes:
Final Vol:
1
63
0
1
Critical V/C:
0.468
1
0
Avg Crit Del (sec/veh):
12.9
0
1
Avg Delay (sec/veh):
12.9
1
LOS:
Lanes: Final Vol:
1 129***
170***
8
B
0
0 1 0 54 9 Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 12 May 2010 << Base Vol: 114 48 8 80 60 53 44 212 215 7 150 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 48 8 80 60 53 44 212 215 7 150 56 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 114 48 8 80 60 53 44 212 215 7 150 56 User Adj: 1.00 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: 129 54 9 90 68 60 50 240 243 8 170 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 54 9 90 68 60 50 240 243 8 170 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 54 9 90 68 60 50 240 243 8 170 63 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.86 0.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 452 417 69 427 453 496 473 512 568 431 464 505 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.13 0.13 0.21 0.15 0.12 0.11 0.47 0.43 0.02 0.37 0.13 Crit Moves: **** **** **** **** Delay/Veh: 13.0 10.6 10.6 12.6 11.4 10.3 10.8 15.1 13.1 10.7 14.0 10.3 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: 13.0 10.6 10.6 12.6 11.4 10.3 10.8 15.1 13.1 10.7 14.0 10.3 LOS by Move: B B B B B B B C B B B B ApproachDel: 12.2 11.6 13.8 12.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.2 11.6 13.8 12.9 LOS by Appr: B B B B AllWayAvgQ: 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.8 0.7 0.0 0.5 0.1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-60
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 106
93 1
Signal=Stop/Rights=Include 69 95*** 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/12/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
240***
243
Lanes:
Final Vol:
1
71
0
1
Critical V/C:
0.481
1
0
Avg Crit Del (sec/veh):
13.4
0
1
Avg Delay (sec/veh):
13.4
1
LOS:
Lanes: Final Vol:
1 129***
170***
8
B
0
0 1 0 55 9 Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 12 May 2010 << Base Vol: 114 48 8 80 60 53 44 212 215 7 150 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 48 8 80 60 53 44 212 215 7 150 56 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 1 0 4 1 29 50 0 0 0 0 7 Initial Fut: 114 49 8 84 61 82 94 212 215 7 150 63 User Adj: 1.00 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: 129 55 9 95 69 93 106 240 243 8 170 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 55 9 95 69 93 106 240 243 8 170 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 55 9 95 69 93 106 240 243 8 170 71 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.86 0.14 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 437 403 66 416 440 482 462 498 551 413 445 482 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.14 0.14 0.23 0.16 0.19 0.23 0.48 0.44 0.02 0.38 0.15 Crit Moves: **** **** **** **** Delay/Veh: 13.5 11.0 11.0 13.1 11.7 11.2 12.4 15.8 13.7 11.0 14.7 10.8 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: 13.5 11.0 11.0 13.1 11.7 11.2 12.4 15.8 13.7 11.0 14.7 10.8 LOS by Move: B B B B B B B C B B B B ApproachDel: 12.6 12.0 14.3 13.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.6 12.0 14.3 13.5 LOS by Appr: B B B B AllWayAvgQ: 0.4 0.1 0.1 0.3 0.2 0.2 0.3 0.8 0.7 0.0 0.5 0.1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-61
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 116
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 178 163 126*** 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
5/13/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
138***
117
Lanes:
Final Vol:
0
238***
1
0
Critical V/C:
0.835
0
1
Avg Crit Del (sec/veh):
45.3
0
0
Avg Delay (sec/veh):
43.4
1
LOS:
Lanes: Final Vol:
333
47
D
1 0 1 0 1 235 295*** 26 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 13 May 2010 << Base Vol: 198 249 22 106 137 150 98 116 99 40 281 201 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: 198 249 22 106 137 150 98 116 99 40 281 201 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 198 249 22 106 137 150 98 116 99 40 281 201 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 PHF Volume: 235 295 26 126 163 178 116 138 117 47 333 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 235 295 26 126 163 178 116 138 117 47 333 238 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 235 295 26 126 163 178 116 138 117 47 333 238 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.92 0.90 0.90 0.93 0.92 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.54 0.46 1.00 0.58 0.42 Final Sat.: 1641 1727 1468 1641 1727 1468 1753 927 791 1769 1017 728 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.17 0.02 0.08 0.09 0.12 0.07 0.15 0.15 0.03 0.33 0.33 Crit Moves: **** **** **** **** Green Time: 16.1 18.4 53.7 8.3 10.6 26.6 16.0 16.0 16.0 35.3 35.3 35.3 Volume/Cap: 0.80 0.84 0.03 0.84 0.80 0.41 0.37 0.84 0.84 0.07 0.84 0.84 Delay/Veh: 49.8 50.0 7.4 71.6 58.5 26.1 33.3 53.5 53.5 17.1 33.5 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: 49.8 50.0 7.4 71.6 58.5 26.1 33.3 53.5 53.5 17.1 33.5 33.5 LOS by Move: D D A E E C C D D B C C HCM2kAvgQ: 7 9 0 6 7 4 3 9 9 1 17 17 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-62
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 116
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 178 172 126*** 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
5/13/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
138***
125
Lanes:
Final Vol:
0
238***
1
0
Critical V/C:
0.859
0
1
Avg Crit Del (sec/veh):
48.4
0
0
Avg Delay (sec/veh):
45.9
1
LOS:
Lanes: Final Vol:
333
49
D
1 0 1 0 1 255 323*** 31 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 13 May 2010 << Base Vol: 198 249 22 106 137 150 98 116 99 40 281 201 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: 198 249 22 106 137 150 98 116 99 40 281 201 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 17 23 4 0 8 0 0 0 6 1 0 0 Initial Fut: 215 272 26 106 145 150 98 116 105 41 281 201 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 PHF Volume: 255 323 31 126 172 178 116 138 125 49 333 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 255 323 31 126 172 178 116 138 125 49 333 238 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 255 323 31 126 172 178 116 138 125 49 333 238 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.92 0.90 0.90 0.93 0.92 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.52 0.48 1.00 0.58 0.42 Final Sat.: 1641 1727 1468 1641 1727 1468 1753 900 814 1769 1017 728 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.19 0.02 0.08 0.10 0.12 0.07 0.15 0.15 0.03 0.33 0.33 Crit Moves: **** **** **** **** Green Time: 16.8 19.6 53.9 8.0 10.8 26.8 16.0 16.0 16.0 34.4 34.4 34.4 Volume/Cap: 0.83 0.86 0.04 0.86 0.83 0.41 0.37 0.86 0.86 0.07 0.86 0.86 Delay/Veh: 52.4 51.5 7.4 77.1 62.5 25.9 33.3 56.7 56.7 17.7 36.4 36.4 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: 52.4 51.5 7.4 77.1 62.5 25.9 33.3 56.7 56.7 17.7 36.4 36.4 LOS by Move: D D A E E C C E E B D D HCM2kAvgQ: 8 10 0 6 7 4 3 10 10 1 18 18 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-63
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 155
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 114 366*** 232 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
5/13/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
268***
168
Lanes:
Final Vol:
0
132***
1
0
Critical V/C:
0.761
0
1
Avg Crit Del (sec/veh):
39.4
0
0
Avg Delay (sec/veh):
36.9
1
LOS:
Lanes: Final Vol:
104
27
D
1 0 1 0 1 96*** 212 32 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 13 May 2010 << Base Vol: 86 190 29 208 328 102 139 240 150 24 93 118 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: 86 190 29 208 328 102 139 240 150 24 93 118 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 86 190 29 208 328 102 139 240 150 24 93 118 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 96 212 32 232 366 114 155 268 168 27 104 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 212 32 232 366 114 155 268 168 27 104 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 212 32 232 366 114 155 268 168 27 104 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.92 0.91 0.91 0.93 0.90 0.90 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.62 0.38 1.00 0.44 0.56 Final Sat.: 1641 1727 1468 1641 1727 1468 1753 1069 668 1769 752 954 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.12 0.02 0.14 0.21 0.08 0.09 0.25 0.25 0.02 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 6.9 14.9 31.2 17.1 25.1 54.7 29.6 29.6 29.6 16.3 16.3 16.3 Volume/Cap: 0.76 0.74 0.06 0.74 0.76 0.13 0.27 0.76 0.76 0.08 0.76 0.76 Delay/Veh: 64.1 45.9 19.7 43.7 36.7 7.6 22.5 33.0 33.0 30.7 45.5 45.5 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: 64.1 45.9 19.7 43.7 36.7 7.6 22.5 33.0 33.0 30.7 45.5 45.5 LOS by Move: E D B D D A C C C C D D HCM2kAvgQ: 3 6 1 8 11 1 3 12 12 1 8 8 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-64
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 155
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 114 396*** 232 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
5/13/2010 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
268***
190
Lanes:
Final Vol:
0
132***
1
0
Critical V/C:
0.805
0
1
Avg Crit Del (sec/veh):
43.0
0
0
Avg Delay (sec/veh):
39.1
1
LOS:
Lanes: Final Vol:
104
31
D
1 0 1 0 1 108*** 229 35 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 13 May 2010 << Base Vol: 86 190 29 208 328 102 139 240 150 24 93 118 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: 86 190 29 208 328 102 139 240 150 24 93 118 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 11 15 2 0 26 0 0 0 20 4 0 0 Initial Fut: 97 205 31 208 354 102 139 240 170 28 93 118 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: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 108 229 35 232 396 114 155 268 190 31 104 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 229 35 232 396 114 155 268 190 31 104 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 229 35 232 396 114 155 268 190 31 104 132 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.92 0.91 0.91 0.93 0.90 0.90 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.59 0.41 1.00 0.44 0.56 Final Sat.: 1641 1727 1468 1641 1727 1468 1753 1013 718 1769 752 954 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.13 0.02 0.14 0.23 0.08 0.09 0.26 0.26 0.02 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 7.4 15.9 31.4 17.0 25.6 55.2 29.6 29.6 29.6 15.4 15.4 15.4 Volume/Cap: 0.81 0.75 0.07 0.75 0.81 0.13 0.27 0.81 0.81 0.10 0.81 0.81 Delay/Veh: 69.3 44.9 19.6 44.1 39.3 7.4 22.5 35.8 35.8 31.6 50.8 50.8 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: 69.3 44.9 19.6 44.1 39.3 7.4 22.5 35.8 35.8 31.6 50.8 50.8 LOS by Move: E D B D D A C D D C D D HCM2kAvgQ: 3 6 1 8 12 1 3 14 14 1 9 9 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-65
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (AM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 38***
58 0
Signal=Permit/Rights=Include 47 28 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
245
83
Lanes:
Final Vol:
0
47
1
0
Critical V/C:
0.580
0
1
Avg Crit Del (sec/veh):
15.5
0
0
Avg Delay (sec/veh):
14.9
1
LOS:
Lanes: Final Vol:
0 126
469***
49
B
0
1! 0 0 88*** 62 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 112 78 55 25 42 52 34 218 74 44 417 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 78 55 25 42 52 34 218 74 44 417 42 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 112 78 55 25 42 52 34 218 74 44 417 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 126 88 62 28 47 58 38 245 83 49 469 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 88 62 28 47 58 38 245 83 49 469 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: 126 88 62 28 47 58 38 245 83 49 469 47 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.77 0.77 0.84 0.84 0.84 0.92 0.93 0.93 0.92 0.96 0.96 Lanes: 0.46 0.32 0.22 0.21 0.35 0.44 1.00 0.75 0.25 1.00 0.91 0.09 Final Sat.: 669 466 329 335 562 696 1753 1325 450 1753 1653 166 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.08 0.08 0.08 0.02 0.18 0.18 0.03 0.28 0.28 Crit Moves: **** **** **** Green Time: 19.4 19.4 19.4 19.4 19.4 19.4 2.3 27.4 27.4 4.2 29.3 29.3 Volume/Cap: 0.58 0.58 0.58 0.26 0.26 0.26 0.58 0.41 0.41 0.41 0.58 0.58 Delay/Veh: 18.7 18.7 18.7 15.2 15.2 15.2 40.8 11.2 11.2 28.9 11.9 11.9 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: 18.7 18.7 18.7 15.2 15.2 15.2 40.8 11.2 11.2 28.9 11.9 11.9 LOS by Move: B B B B B B D B B C B B HCM2kAvgQ: 5 5 5 2 2 2 1 4 4 1 7 7 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-66
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 38***
58 0
Signal=Permit/Rights=Include 47 29 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
249
83
Lanes:
Final Vol:
0
52
1
0
Critical V/C:
0.591
0
1
Avg Crit Del (sec/veh):
15.6
0
0
Avg Delay (sec/veh):
15.0
1
LOS:
Lanes: Final Vol:
0 126
481***
49
B
0
1! 0 0 88*** 62 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 112 78 55 25 42 52 34 218 74 44 417 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 78 55 25 42 52 34 218 74 44 417 42 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 1 0 0 0 4 0 0 11 4 Initial Fut: 112 78 55 26 42 52 34 222 74 44 428 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 PHF Volume: 126 88 62 29 47 58 38 249 83 49 481 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 88 62 29 47 58 38 249 83 49 481 52 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 88 62 29 47 58 38 249 83 49 481 52 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.77 0.77 0.84 0.84 0.84 0.92 0.94 0.94 0.92 0.96 0.96 Lanes: 0.46 0.32 0.22 0.22 0.35 0.43 1.00 0.75 0.25 1.00 0.90 0.10 Final Sat.: 670 467 329 344 556 689 1753 1332 444 1753 1641 176 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.08 0.08 0.08 0.02 0.19 0.19 0.03 0.29 0.29 Crit Moves: **** **** **** Green Time: 19.1 19.1 19.1 19.1 19.1 19.1 2.2 27.8 27.8 4.2 29.7 29.7 Volume/Cap: 0.59 0.59 0.59 0.27 0.27 0.27 0.59 0.40 0.40 0.40 0.59 0.59 Delay/Veh: 19.2 19.2 19.2 15.6 15.6 15.6 42.2 11.0 11.0 28.9 11.9 11.9 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: 19.2 19.2 19.2 15.6 15.6 15.6 42.2 11.0 11.0 28.9 11.9 11.9 LOS by Move: B B B B B B D B B C B B HCM2kAvgQ: 5 5 5 2 2 2 1 4 4 1 8 8 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-67
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing (PM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 56
33 0
Signal=Permit/Rights=Include 40 36 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
453***
90
Lanes:
Final Vol:
0
12
1
0
Critical V/C:
0.521
0
1
Avg Crit Del (sec/veh):
12.9
0
0
Avg Delay (sec/veh):
13.1
1
LOS:
Lanes: Final Vol:
0 64
266
54***
B
0
1! 0 0 54*** 50 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 61 52 48 34 38 32 54 433 86 52 254 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 61 52 48 34 38 32 54 433 86 52 254 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 61 52 48 34 38 32 54 433 86 52 254 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 64 54 50 36 40 33 56 453 90 54 266 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 54 50 36 40 33 56 453 90 54 266 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 54 50 36 40 33 56 453 90 54 266 12 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 0.81 0.81 0.84 0.84 0.84 0.92 0.95 0.95 0.92 0.97 0.97 Lanes: 0.38 0.32 0.30 0.33 0.36 0.31 1.00 0.83 0.17 1.00 0.96 0.04 Final Sat.: 582 496 458 523 584 492 1753 1501 298 1753 1758 76 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.11 0.07 0.07 0.07 0.03 0.30 0.30 0.03 0.15 0.15 Crit Moves: **** **** **** Green Time: 12.6 12.6 12.6 12.6 12.6 12.6 6.7 34.8 34.8 3.6 31.6 31.6 Volume/Cap: 0.52 0.52 0.52 0.32 0.32 0.32 0.29 0.52 0.52 0.52 0.29 0.29 Delay/Veh: 22.5 22.5 22.5 20.6 20.6 20.6 25.2 8.1 8.1 32.0 8.1 8.1 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: 22.5 22.5 22.5 20.6 20.6 20.6 25.2 8.1 8.1 32.0 8.1 8.1 LOS by Move: C C C C C C C A A C A A HCM2kAvgQ: 4 4 4 2 2 2 1 6 6 2 3 3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-68
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 56
33 0
Signal=Permit/Rights=Include 40 40 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
5/19/2010 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
467***
90
Lanes:
Final Vol:
0
14
1
0
Critical V/C:
0.529
0
1
Avg Crit Del (sec/veh):
12.9
0
0
Avg Delay (sec/veh):
13.1
1
LOS:
Lanes: Final Vol:
0 64
273
54***
B
0
1! 0 0 54*** 50 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 19 May 2010 << Base Vol: 61 52 48 34 38 32 54 433 86 52 254 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 61 52 48 34 38 32 54 433 86 52 254 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 4 0 0 0 13 0 0 7 2 Initial Fut: 61 52 48 38 38 32 54 446 86 52 261 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 64 54 50 40 40 33 56 467 90 54 273 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 54 50 40 40 33 56 467 90 54 273 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: 64 54 50 40 40 33 56 467 90 54 273 14 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 0.81 0.81 0.83 0.83 0.83 0.92 0.95 0.95 0.92 0.96 0.96 Lanes: 0.38 0.32 0.30 0.35 0.35 0.30 1.00 0.84 0.16 1.00 0.95 0.05 Final Sat.: 583 497 459 554 554 467 1753 1510 291 1753 1745 87 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.11 0.07 0.07 0.07 0.03 0.31 0.31 0.03 0.16 0.16 Crit Moves: **** **** **** Green Time: 12.4 12.4 12.4 12.4 12.4 12.4 6.6 35.1 35.1 3.5 32.0 32.0 Volume/Cap: 0.53 0.53 0.53 0.35 0.35 0.35 0.29 0.53 0.53 0.53 0.29 0.29 Delay/Veh: 22.9 22.9 22.9 21.0 21.0 21.0 25.4 8.0 8.0 32.5 7.9 7.9 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: 22.9 22.9 22.9 21.0 21.0 21.0 25.4 8.0 8.0 32.5 7.9 7.9 LOS by Move: C C C C C C C A A C A A HCM2kAvgQ: 4 4 4 2 2 2 1 6 6 2 3 3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-69
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (AM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 20
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 7 171 0 0 1 0 0 1
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
34
Lanes:
Final Vol:
1
0
0
0
Critical V/C:
0.039
0
0
Avg Crit Del (sec/veh):
1.3
0
1
Avg Delay (sec/veh):
1.3
1
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 1 14 261 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 20 May 2010 << Base Vol: 12 217 0 0 142 6 17 0 28 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: 12 217 0 0 142 6 17 0 28 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 217 0 0 142 6 17 0 28 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: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 14 261 0 0 171 7 20 0 34 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 14 261 0 0 171 7 20 0 34 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 7.1 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 3.5 xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 178 xxxx xxxxx xxxx xxxx xxxxx 465 xxxx 174 481 xxxx 261 Potent Cap.: 1386 xxxx xxxxx xxxx xxxx xxxxx 556 xxxx 869 495 xxxx 777 Move Cap.: 1386 xxxx xxxxx xxxx xxxx xxxxx 552 xxxx 869 472 xxxx 777 Volume/Cap: 0.01 xxxx xxxx xxxx xxxx xxxx 0.04 xxxx 0.04 0.00 xxxx 0.00 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 7.6 xxxx xxxxx xxxxx xxxx xxxxx 11.8 xxxx 9.3 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:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 10.2 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-70
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (AM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 20
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 7 171 29 0 1 0 0 1
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
34
Lanes:
Final Vol:
1
85
0
0
Critical V/C:
0.145
0
0
Avg Crit Del (sec/veh):
3.9
0
1
Avg Delay (sec/veh):
3.9
1
LOS:
Lanes: Final Vol:
0
61
B
1 0 1 0 1 14 261 20 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 20 May 2010 << Base Vol: 12 217 0 0 142 6 17 0 28 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: 12 217 0 0 142 6 17 0 28 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 17 24 0 0 0 0 0 51 0 71 Initial Fut: 12 217 17 24 142 6 17 0 28 51 0 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 14 261 20 29 171 7 20 0 34 61 0 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 14 261 20 29 171 7 20 0 34 61 0 85 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 xxxx 6.2 7.1 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 3.5 xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 178 xxxx xxxxx 282 xxxx xxxxx 575 xxxx 174 539 xxxx 261 Potent Cap.: 1386 xxxx xxxxx 1269 xxxx xxxxx 429 xxxx 869 453 xxxx 777 Move Cap.: 1386 xxxx xxxxx 1269 xxxx xxxxx 372 xxxx 869 425 xxxx 777 Volume/Cap: 0.01 xxxx xxxx 0.02 xxxx xxxx 0.05 xxxx 0.04 0.14 xxxx 0.11 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.1 xxxx xxxxx 0.2 xxxx 0.1 0.5 xxxx 0.4 Control Del: 7.6 xxxx xxxxx 7.9 xxxx xxxxx 15.2 xxxx 9.3 14.9 xxxx 10.2 LOS by Move: A * * A * * C * A B * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.5 12.2 ApproachLOS: * * B B Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-71
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing (PM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 17
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 18 345 0 0 1 0 0 1
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
29
Lanes:
Final Vol:
1
0
0
0
Critical V/C:
0.042
0
0
Avg Crit Del (sec/veh):
1.4
0
1
Avg Delay (sec/veh):
1.4
1
LOS:
Lanes: Final Vol:
0
0
B
1 0 1 0 1 39 156 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 20 May 2010 << Base Vol: 30 119 0 0 264 14 13 0 22 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: 30 119 0 0 264 14 13 0 22 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 30 119 0 0 264 14 13 0 22 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: 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 PHF Volume: 39 156 0 0 345 18 17 0 29 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 39 156 0 0 345 18 17 0 29 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 7.1 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 3.5 xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 363 xxxx xxxxx xxxx xxxx xxxxx 588 xxxx 354 603 xxxx 156 Potent Cap.: 1184 xxxx xxxxx xxxx xxxx xxxxx 471 xxxx 690 411 xxxx 890 Move Cap.: 1184 xxxx xxxxx xxxx xxxx xxxxx 459 xxxx 690 384 xxxx 890 Volume/Cap: 0.03 xxxx xxxx xxxx xxxx xxxx 0.04 xxxx 0.04 0.00 xxxx 0.00 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 8.1 xxxx xxxxx xxxxx xxxx xxxxx 13.1 xxxx 10.4 xxxxx xxxx xxxxx LOS by Move: A * * * * * B * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 11.4 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 21:41:34 2012
Page 3-72
Fairview Corners Residential - Hollister, CA w/ HV Adj. (daily values) and PHF Adj. (observed values) Hexagon Transportation Consultants, Inc. Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) ExistingPlusProject (PM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 17
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 18 345 106 0 1 0 0 1
Vol Cnt Date: Cycle Time (sec):
5/20/2010 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
29
Lanes:
Final Vol:
1
61
0
0
Critical V/C:
0.171
0
0
Avg Crit Del (sec/veh):
3.8
0
1
Avg Delay (sec/veh):
3.8
1
LOS:
Lanes: Final Vol:
0
44
B
1 0 1 0 1 39 156 76 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 20 May 2010 << Base Vol: 30 119 0 0 264 14 13 0 22 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: 30 119 0 0 264 14 13 0 22 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ProjectTrip: 0 0 58 81 0 0 0 0 0 34 0 47 Initial Fut: 30 119 58 81 264 14 13 0 22 34 0 47 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 PHF Volume: 39 156 76 106 345 18 17 0 29 44 0 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 39 156 76 106 345 18 17 0 29 44 0 61 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 xxxx 6.2 7.1 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 3.5 xxxx 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 363 xxxx xxxxx 231 xxxx xxxxx 869 xxxx 354 814 xxxx 156 Potent Cap.: 1184 xxxx xxxxx 1325 xxxx xxxxx 272 xxxx 690 296 xxxx 890 Move Cap.: 1184 xxxx xxxxx 1325 xxxx xxxxx 232 xxxx 690 260 xxxx 890 Volume/Cap: 0.03 xxxx xxxx 0.08 xxxx xxxx 0.07 xxxx 0.04 0.17 xxxx 0.07 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx 0.3 xxxx xxxxx 0.2 xxxx 0.1 0.6 xxxx 0.2 Control Del: 8.1 xxxx xxxxx 8.0 xxxx xxxxx 21.7 xxxx 10.4 21.7 xxxx 9.3 LOS by Move: A * * A * * C * B 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:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 14.6 14.5 ApproachLOS: * * B B Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
Cumulative w/o Project Conditions and Cumulative w/ Project Conditions
COMPARE
Wed Apr 11 22:26:34 2012
Page 3- 1
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #1274: Fairview Rd and Union Rd ext. [Future Intersection] Final Vol: Lanes:
Final Vol: 199***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 148 408*** 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 60
Signal=Split Rights=Include
1 Loss Time (sec):
197
Final Vol:
0
0
9
0 0
Lanes:
0
0
Critical V/C:
0.396
0
0
Avg Crit Del (sec/veh):
17.6
0
1
Avg Delay (sec/veh):
12.5
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 2 0 0 185*** 325 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Union Rd ext. 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 Y+R: 4.0 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: 170 299 0 0 375 136 183 0 181 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: 170 299 0 0 375 136 183 0 181 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 170 299 0 0 375 136 183 0 181 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: 185 325 0 0 408 148 199 0 197 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 325 0 0 408 148 199 0 197 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 185 325 0 0 408 148 199 0 197 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 1.00 1.00 0.91 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 3473 0 0 3473 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.09 0.00 0.00 0.12 0.10 0.11 0.00 0.12 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 16.1 33.9 0.0 0.0 17.8 34.9 17.1 0.0 33.2 0.0 0.0 0.0 Volume/Cap: 0.40 0.17 0.00 0.00 0.40 0.16 0.40 0.00 0.22 0.00 0.00 0.00 Delay/Veh: 18.5 6.3 0.0 0.0 17.1 5.9 17.8 0.0 7.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.5 6.3 0.0 0.0 17.1 5.9 17.8 0.0 7.0 0.0 0.0 0.0 LOS by Move: B A A A B A B A A A A A HCM2kAvgQ: 3 2 0 0 3 1 3 0 2 0 0 0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3- 2
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #1274: Fairview Rd and Union Rd ext. [Future Intersection] Final Vol: Lanes:
Final Vol: 199***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 148 434*** 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Split Rights=Include
1 0
0
201
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.413
0
0
Avg Crit Del (sec/veh):
17.6
0
1
Avg Delay (sec/veh):
12.3
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 2 0 0 197*** 402 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Union Rd ext. 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 Y+R: 4.0 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: 170 299 0 0 375 136 183 0 181 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: 170 299 0 0 375 136 183 0 181 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 11 71 0 0 24 0 0 0 4 0 0 0 Initial Fut: 181 370 0 0 399 136 183 0 185 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: 197 402 0 0 434 148 199 0 201 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 197 402 0 0 434 148 199 0 201 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 197 402 0 0 434 148 199 0 201 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 1.00 1.00 0.91 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 3473 0 0 3473 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.12 0.00 0.00 0.12 0.10 0.11 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 16.5 34.6 0.0 0.0 18.2 34.5 16.4 0.0 32.8 0.0 0.0 0.0 Volume/Cap: 0.41 0.20 0.00 0.00 0.41 0.17 0.41 0.00 0.23 0.00 0.00 0.00 Uniform Del: 17.8 6.1 0.0 0.0 16.7 6.0 17.9 0.0 7.0 0.0 0.0 0.0 IncremntDel: 0.6 0.0 0.0 0.0 0.3 0.1 0.6 0.0 0.1 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 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 18.4 6.1 0.0 0.0 16.9 6.1 18.5 0.0 7.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.4 6.1 0.0 0.0 16.9 6.1 18.5 0.0 7.2 0.0 0.0 0.0 LOS by Move: B A A A B A B A A A A A HCM2kAvgQ: 3 2 0 0 4 1 3 0 2 0 0 0 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3- 4
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #1274: Fairview Rd and Union Rd ext. [Future Intersection] Final Vol: Lanes:
Final Vol: 187***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 238 499*** 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Split Rights=Include
1 0
0
270
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.471
0
0
Avg Crit Del (sec/veh):
17.9
0
1
Avg Delay (sec/veh):
12.3
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 2 0 0 262*** 416 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Union Rd ext. 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 Y+R: 4.0 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: 241 383 0 0 459 219 172 0 248 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: 241 383 0 0 459 219 172 0 248 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 241 383 0 0 459 219 172 0 248 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: 262 416 0 0 499 238 187 0 270 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 416 0 0 499 238 187 0 270 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 262 416 0 0 499 238 187 0 270 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 1.00 1.00 0.91 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 3473 0 0 3473 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.12 0.00 0.00 0.14 0.15 0.11 0.00 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 19.2 37.5 0.0 0.0 18.3 31.8 13.5 0.0 32.7 0.0 0.0 0.0 Volume/Cap: 0.47 0.19 0.00 0.00 0.47 0.29 0.47 0.00 0.31 0.00 0.00 0.00 Delay/Veh: 16.9 4.8 0.0 0.0 17.2 8.0 21.1 0.0 7.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.9 4.8 0.0 0.0 17.2 8.0 21.1 0.0 7.7 0.0 0.0 0.0 LOS by Move: B A A A B A C A A A A A HCM2kAvgQ: 4 2 0 0 4 3 4 0 3 0 0 0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3- 5
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #1274: Fairview Rd and Union Rd ext. [Future Intersection] Final Vol: Lanes:
Final Vol: 187***
Signal=Split Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 238 587*** 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Split Rights=Include
1 0
0
283
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.506
0
0
Avg Crit Del (sec/veh):
17.8
0
1
Avg Delay (sec/veh):
12.3
0
LOS:
Lanes: Final Vol:
0
0
B
1 0 2 0 0 270*** 467 0 Signal=Protect/Rights=Include
Street Name: Fairview Rd Union Rd ext. 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 Y+R: 4.0 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: 241 383 0 0 459 219 172 0 248 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: 241 383 0 0 459 219 172 0 248 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 7 47 0 0 81 0 0 0 12 0 0 0 Initial Fut: 248 430 0 0 540 219 172 0 260 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: 270 467 0 0 587 238 187 0 283 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 467 0 0 587 238 187 0 283 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 467 0 0 587 238 187 0 283 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 1.00 1.00 0.91 0.82 0.93 1.00 0.83 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 1736 3473 0 0 3473 1554 1769 0 1583 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.13 0.00 0.00 0.17 0.15 0.11 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 18.4 38.5 0.0 0.0 20.0 32.6 12.5 0.0 31.0 0.0 0.0 0.0 Volume/Cap: 0.51 0.21 0.00 0.00 0.51 0.28 0.51 0.00 0.35 0.00 0.00 0.00 Uniform Del: 17.1 4.5 0.0 0.0 16.0 7.4 21.0 0.0 8.6 0.0 0.0 0.0 IncremntDel: 0.8 0.0 0.0 0.0 0.4 0.2 1.1 0.0 0.3 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 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 17.8 4.5 0.0 0.0 16.4 7.6 22.1 0.0 8.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.8 4.5 0.0 0.0 16.4 7.6 22.1 0.0 8.8 0.0 0.0 0.0 LOS by Move: B A A A B A C A A A A A HCM2kAvgQ: 5 2 0 0 5 3 4 0 3 0 0 0 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3- 7
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 55***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 77 1228*** 121 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 85
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
255
180
Lanes:
Final Vol:
0
229
1
1
Critical V/C:
1.105
0
1
Avg Crit Del (sec/veh):
99.0
0
0
Avg Delay (sec/veh):
66.2
1
LOS:
Lanes: Final Vol:
374***
150
E
1 0 2 0 1 304*** 1234 121 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 280 1135 111 111 1130 71 51 235 166 138 344 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 280 1135 111 111 1130 71 51 235 166 138 344 211 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 280 1135 111 111 1130 71 51 235 166 138 344 211 User Adj: 1.00 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: 304 1234 121 121 1228 77 55 255 180 150 374 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 304 1234 121 121 1228 77 55 255 180 150 374 229 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 304 1234 121 121 1228 77 55 255 180 150 374 229 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.84 0.84 0.90 0.89 0.89 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.17 0.83 1.00 0.62 0.38 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 1871 1322 1702 1047 642 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.38 0.08 0.07 0.37 0.05 0.03 0.14 0.14 0.09 0.36 0.36 Crit Moves: **** **** **** **** Green Time: 14.3 36.0 47.8 7.0 28.8 31.3 2.5 18.2 18.2 11.8 27.5 27.5 Volume/Cap: 1.11 0.89 0.15 0.89 1.11 0.14 1.11 0.64 0.64 0.64 1.11 1.11 Delay/Veh: 120.9 30.0 9.0 83.9 88.8 18.0 200.7 32.4 32.4 40.3 99.5 99.5 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: 120.9 30.0 9.0 83.9 88.8 18.0 200.7 32.4 32.4 40.3 99.5 99.5 LOS by Move: F C A F F B F C C D F F HCM2kAvgQ: 13 17 1 4 26 1 4 7 7 5 27 27 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3- 8
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 55***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 77 1232*** 122 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 85
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
263
180
Lanes:
Final Vol:
0
232
1
1
Critical V/C:
1.123
0
1
Avg Crit Del (sec/veh):
105.6
0
0
Avg Delay (sec/veh):
70.3
1
LOS:
Lanes: Final Vol:
396***
150
E
1 0 2 0 1 305*** 1245 121 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 280 1135 111 111 1130 71 51 235 166 138 344 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 280 1135 111 111 1130 71 51 235 166 138 344 211 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 1 10 0 1 3 0 0 7 0 0 20 2 Initial Fut: 281 1145 111 112 1133 71 51 242 166 138 364 213 User Adj: 1.00 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: 305 1245 121 122 1232 77 55 263 180 150 396 232 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 305 1245 121 122 1232 77 55 263 180 150 396 232 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 305 1245 121 122 1232 77 55 263 180 150 396 232 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.84 0.84 0.90 0.89 0.89 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.19 0.81 1.00 0.63 0.37 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 1896 1301 1702 1068 625 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.38 0.08 0.07 0.38 0.05 0.03 0.14 0.14 0.09 0.37 0.37 Crit Moves: **** **** **** **** Green Time: 14.1 35.5 47.4 7.0 28.4 30.9 2.5 18.7 18.7 11.8 28.0 28.0 Volume/Cap: 1.12 0.91 0.15 0.91 1.12 0.14 1.12 0.63 0.63 0.63 1.12 1.12 Uniform Del: 35.5 23.2 9.1 38.7 28.3 18.2 41.3 30.1 30.1 34.5 28.5 28.5 IncremntDel: 91.8 9.0 0.1 50.5 67.6 0.1 166.2 1.9 1.9 5.4 76.6 76.6 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: 127.2 32.1 9.1 89.2 95.9 18.3 207.5 31.9 31.9 40.0 105 105.1 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: 127.2 32.1 9.1 89.2 95.9 18.3 207.5 31.9 31.9 40.0 105 105.1 LOS by Move: F C A F F B F C C D F F HCM2kAvgQ: 13 18 1 4 27 1 4 7 7 5 29 29 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-10
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 98***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 88 1475 339*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 85
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
532
366
Lanes:
Final Vol:
0
135
1
1
Critical V/C:
1.211
0
1
Avg Crit Del (sec/veh):
139.6
0
0
Avg Delay (sec/veh):
126.4
1
LOS:
Lanes: Final Vol:
403***
134
F
1 0 2 0 1 328 1522*** 140 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 302 1400 129 312 1357 81 90 489 337 123 371 124 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 302 1400 129 312 1357 81 90 489 337 123 371 124 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 302 1400 129 312 1357 81 90 489 337 123 371 124 User Adj: 1.00 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: 328 1522 140 339 1475 88 98 532 366 134 403 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 328 1522 140 339 1475 88 98 532 366 134 403 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 328 1522 140 339 1475 88 98 532 366 134 403 135 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.84 0.84 0.90 0.91 0.91 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.18 0.82 1.00 0.75 0.25 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 1892 1304 1702 1292 432 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.46 0.10 0.21 0.45 0.06 0.06 0.28 0.28 0.08 0.31 0.31 Crit Moves: **** **** **** **** Green Time: 14.5 32.5 38.2 14.5 32.6 36.6 4.0 20.3 20.3 5.7 21.9 21.9 Volume/Cap: 1.17 1.21 0.21 1.21 1.17 0.14 1.21 1.18 1.18 1.18 1.21 1.21 Delay/Veh: 144.4 129 14.4 158.6 113 14.8 208.0 126 125.7 179.6 146 145.8 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: 144.4 129 14.4 158.6 113 14.8 208.0 126 125.7 179.6 146 145.8 LOS by Move: F F B F F B F F F F F F HCM2kAvgQ: 15 39 2 17 36 1 7 24 24 9 29 29 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-11
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #1449: Hwy 25 Bypass and Hillcrest Rd Final Vol: Lanes:
Final Vol: 98***
Signal=Protect Lanes: Rights=Include
Signal=Protect/Rights=Overlap 88 1488 341*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 85
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
557
367
Lanes:
Final Vol:
0
136
1
1
Critical V/C:
1.225
0
1
Avg Crit Del (sec/veh):
145.5
0
0
Avg Delay (sec/veh):
132.1
1
LOS:
Lanes: Final Vol:
417***
134
F
1 0 2 0 1 329 1529*** 140 Signal=Protect/Rights=Overlap
Street Name: Hwy 25 Bypass Hillcrest 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 Y+R: 4.0 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: 302 1400 129 312 1357 81 90 489 337 123 371 124 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 302 1400 129 312 1357 81 90 489 337 123 371 124 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 1 7 0 2 12 0 0 23 1 0 13 1 Initial Fut: 303 1407 129 314 1369 81 90 512 338 123 384 125 User Adj: 1.00 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: 329 1529 140 341 1488 88 98 557 367 134 417 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 329 1529 140 341 1488 88 98 557 367 134 417 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 329 1529 140 341 1488 88 98 557 367 134 417 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.90 0.84 0.84 0.90 0.91 0.91 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.20 0.80 1.00 0.75 0.25 Final Sat.: 1641 3281 1468 1641 3281 1468 1702 1928 1272 1702 1302 424 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.47 0.10 0.21 0.45 0.06 0.06 0.29 0.29 0.08 0.32 0.32 Crit Moves: **** **** **** **** Green Time: 14.3 32.3 37.9 14.4 32.4 36.4 4.0 20.6 20.6 5.6 22.2 22.2 Volume/Cap: 1.19 1.23 0.21 1.23 1.19 0.14 1.23 1.19 1.19 1.19 1.23 1.23 Uniform Del: 35.3 26.3 14.4 35.3 26.3 14.8 40.5 32.2 32.2 39.7 31.4 31.4 IncremntDel:115.2 109 0.2 128.9 93.3 0.1 173.1 98.1 98.1 144.8 120 119.7 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: 150.6 135 14.6 164.2 120 14.9 213.6 130 130.3 184.5 151 151.1 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: 150.6 135 14.6 164.2 120 14.9 213.6 130 130.3 184.5 151 151.1 LOS by Move: F F B F F B F F F F F F HCM2kAvgQ: 16 40 2 17 37 1 7 26 26 9 30 30 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-13
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 36
140 0
Signal=Stop/Rights=Include 14 4 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
154
35
Lanes:
Final Vol:
0
17
1
1
Critical V/C:
0.320
1
1
Avg Crit Del (sec/veh):
5.2
0
0
Avg Delay (sec/veh):
5.2
1
LOS:
Lanes: Final Vol:
0 122
405
1
C
0
1! 0 0 15 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 112 14 5 4 13 129 33 142 32 1 373 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: 112 14 5 4 13 129 33 142 32 1 373 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 112 14 5 4 13 129 33 142 32 1 373 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 122 15 5 4 14 140 36 154 35 1 405 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 122 15 5 4 14 140 36 154 35 1 405 17 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 455 668 95 573 677 211 423 xxxx xxxxx 189 xxxx xxxxx Potent Cap.: 488 377 944 402 373 794 1133 xxxx xxxxx 1382 xxxx xxxxx Move Cap.: 380 365 944 378 361 794 1133 xxxx xxxxx 1382 xxxx xxxxx Volume/Cap: 0.32 0.04 0.01 0.01 0.04 0.18 0.03 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx 7.6 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 387 xxxxx xxxx 698 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 1.7 xxxxx xxxxx 0.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 19.6 xxxxx xxxxx 11.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * C * * B * * * * * * * ApproachDel: 19.6 11.7 xxxxxx xxxxxx ApproachLOS: C B * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-14
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (AM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 36
140 0
Signal=Stop/Rights=Include 14 4 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
157
35
Lanes:
Final Vol:
0
17
1
1
Critical V/C:
0.324
1
1
Avg Crit Del (sec/veh):
5.2
0
0
Avg Delay (sec/veh):
5.2
1
LOS:
Lanes: Final Vol:
0 122
413
1
C
0
1! 0 0 15 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 112 14 5 4 13 129 33 142 32 1 373 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: 112 14 5 4 13 129 33 142 32 1 373 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 2 0 0 7 0 Initial Fut: 112 14 5 4 13 129 33 144 32 1 380 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: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 122 15 5 4 14 140 36 157 35 1 413 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 122 15 5 4 14 140 36 157 35 1 413 17 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 461 678 96 582 687 215 430 xxxx xxxxx 191 xxxx xxxxx Potent Cap.: 483 372 942 397 368 790 1125 xxxx xxxxx 1380 xxxx xxxxx Move Cap.: 376 360 942 372 356 790 1125 xxxx xxxxx 1380 xxxx xxxxx Volume/Cap: 0.32 0.04 0.01 0.01 0.04 0.18 0.03 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx 7.6 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 383 xxxxx xxxx 693 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 1.7 xxxxx xxxxx 0.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 19.9 xxxxx xxxxx 11.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * C * * B * * * * * * * ApproachDel: 19.9 11.7 xxxxxx xxxxxx ApproachLOS: C B * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-15
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 147
68 0
Signal=Stop/Rights=Include 27 25 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
486
139
Lanes:
Final Vol:
0
21
1
1
Critical V/C:
0.801
1
1
Avg Crit Del (sec/veh):
14.8
0
0
Avg Delay (sec/veh):
14.8
1
LOS:
Lanes: Final Vol:
0 111
295
4
F
0
1! 0 0 21 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 102 19 5 23 25 63 135 447 128 4 271 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 19 5 23 25 63 135 447 128 4 271 19 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 19 5 23 25 63 135 447 128 4 271 19 User Adj: 1.00 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: 111 21 5 25 27 68 147 486 139 4 295 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 111 21 5 25 27 68 147 486 139 4 295 21 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1018 1173 313 860 1232 158 315 xxxx xxxxx 625 xxxx xxxxx Potent Cap.: 191 191 683 250 176 860 1242 xxxx xxxxx 952 xxxx xxxxx Move Cap.: 138 167 683 204 154 860 1242 xxxx xxxxx 952 xxxx xxxxx Volume/Cap: 0.80 0.12 0.01 0.12 0.18 0.08 0.12 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx 8.8 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 147 xxxxx xxxx 319 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 6.6 xxxxx xxxxx 1.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 117 xxxxx xxxxx 23.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * C * * * * * * * ApproachDel: 116.8 23.0 xxxxxx xxxxxx ApproachLOS: F C * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-16
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (PM)
Intersection #1550: Valleyview Rd and Union Rd Final Vol: Lanes:
Final Vol: 147
68 0
Signal=Stop/Rights=Include 27 25 0 1! 0 0
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
495
139
Lanes:
Final Vol:
0
21
1
1
Critical V/C:
0.820
1
1
Avg Crit Del (sec/veh):
15.4
0
0
Avg Delay (sec/veh):
15.4
1
LOS:
Lanes: Final Vol:
0 111
300
4
F
0
1! 0 0 21 5 Signal=Stop/Rights=Include
Street Name: Valley View Rd Union 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: 102 19 5 23 25 63 135 447 128 4 271 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 19 5 23 25 63 135 447 128 4 271 19 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 8 0 0 5 0 Initial Fut: 102 19 5 23 25 63 135 455 128 4 276 19 User Adj: 1.00 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: 111 21 5 25 27 68 147 495 139 4 300 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 111 21 5 25 27 68 147 495 139 4 300 21 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.2 xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1030 1187 317 870 1246 160 321 xxxx xxxxx 634 xxxx xxxxx Potent Cap.: 188 187 679 245 172 856 1236 xxxx xxxxx 945 xxxx xxxxx Move Cap.: 135 164 679 200 151 856 1236 xxxx xxxxx 945 xxxx xxxxx Volume/Cap: 0.82 0.13 0.01 0.13 0.18 0.08 0.12 xxxx xxxx 0.00 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx 0.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx 8.8 xxxx xxxxx LOS by Move: * * * * * * A * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 144 xxxxx xxxx 314 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 6.8 xxxxx xxxxx 1.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 124 xxxxx xxxxx 23.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * F * * C * * * * * * * ApproachDel: 123.8 23.5 xxxxxx xxxxxx ApproachLOS: F C * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-17
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
513***
55
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.783
1
1
Avg Crit Del (sec/veh):
20.5
1
0
Avg Delay (sec/veh):
20.5
0
LOS:
Lanes: Final Vol:
0 108***
898
72***
C
0
1! 0 0 0 38 Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 99 0 35 0 0 0 0 472 51 66 826 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: 99 0 35 0 0 0 0 472 51 66 826 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 0 35 0 0 0 0 472 51 66 826 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: 108 0 38 0 0 0 0 513 55 72 898 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 0 38 0 0 0 0 513 55 72 898 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 0 38 0 0 0 0 513 55 72 898 0 ------------|---------------||---------------||---------------||---------------| 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: 0.74 0.00 0.26 0.00 0.00 0.00 0.00 1.80 0.20 0.15 1.85 0.00 Final Sat.: 403 0 142 0 0 0 0 1039 114 92 1155 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.27 xxxx 0.27 xxxx xxxx xxxx xxxx 0.49 0.49 0.78 0.78 xxxx Crit Moves: **** **** **** Delay/Veh: 11.7 0.0 11.7 0.0 0.0 0.0 0.0 14.4 14.2 25.8 25.3 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 AdjDel/Veh: 11.7 0.0 11.7 0.0 0.0 0.0 0.0 14.4 14.2 25.8 25.3 0.0 LOS by Move: B * B * * * * B B D D * ApproachDel: 11.7 xxxxxx 14.4 25.3 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 11.7 xxxxxx 14.4 25.3 LOS by Appr: B * B D AllWayAvgQ: 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.9 0.9 3.0 2.9 0.0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-18
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cumul wProj (AM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
520***
55
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.799
1
1
Avg Crit Del (sec/veh):
21.4
1
0
Avg Delay (sec/veh):
21.4
0
LOS:
Lanes: Final Vol:
0 108***
916
72***
C
0
1! 0 0 0 38 Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 99 0 35 0 0 0 0 472 51 66 826 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: 99 0 35 0 0 0 0 472 51 66 826 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 6 0 0 17 0 Initial Fut: 99 0 35 0 0 0 0 478 51 66 843 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: 108 0 38 0 0 0 0 520 55 72 916 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 0 38 0 0 0 0 520 55 72 916 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: 108 0 38 0 0 0 0 520 55 72 916 0 ------------|---------------||---------------||---------------||---------------| 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: 0.74 0.00 0.26 0.00 0.00 0.00 0.00 1.81 0.19 0.15 1.85 0.00 Final Sat.: 402 0 142 0 0 0 0 1035 112 90 1154 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.27 xxxx 0.27 xxxx xxxx xxxx xxxx 0.50 0.50 0.80 0.79 xxxx Crit Moves: **** **** **** Delay/Veh: 11.7 0.0 11.7 0.0 0.0 0.0 0.0 14.7 14.4 27.2 26.6 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 AdjDel/Veh: 11.7 0.0 11.7 0.0 0.0 0.0 0.0 14.7 14.4 27.2 26.6 0.0 LOS by Move: B * B * * * * B B D D * ApproachDel: 11.7 xxxxxx 14.7 26.7 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 11.7 xxxxxx 14.7 26.7 LOS by Appr: B * B D AllWayAvgQ: 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.9 0.9 3.2 3.1 0.0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-19
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
970***
83
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.888
1
1
Avg Crit Del (sec/veh):
29.5
1
0
Avg Delay (sec/veh):
29.5
0
LOS:
Lanes: Final Vol:
0 89***
689
41***
D
0
1! 0 0 0 86 Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 82 0 79 0 0 0 0 892 76 38 634 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: 82 0 79 0 0 0 0 892 76 38 634 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 0 79 0 0 0 0 892 76 38 634 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: 89 0 86 0 0 0 0 970 83 41 689 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 0 86 0 0 0 0 970 83 41 689 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: 89 0 86 0 0 0 0 970 83 41 689 0 ------------|---------------||---------------||---------------||---------------| 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: 0.51 0.00 0.49 0.00 0.00 0.00 0.00 1.84 0.16 0.11 1.89 0.00 Final Sat.: 280 0 270 0 0 0 0 1092 94 61 1030 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.32 xxxx 0.32 xxxx xxxx xxxx xxxx 0.89 0.88 0.67 0.67 xxxx Crit Moves: **** **** **** Delay/Veh: 12.4 0.0 12.4 0.0 0.0 0.0 0.0 38.3 36.8 21.2 20.9 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 AdjDel/Veh: 12.4 0.0 12.4 0.0 0.0 0.0 0.0 38.3 36.8 21.2 20.9 0.0 LOS by Move: B * B * * * * E E C C * ApproachDel: 12.4 xxxxxx 38.2 20.9 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 12.4 xxxxxx 38.2 20.9 LOS by Appr: B * E C AllWayAvgQ: 0.4 0.4 0.4 0.0 0.0 0.0 0.0 5.0 4.7 1.8 1.8 0.0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-20
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cumul wProj (PM)
Intersection #1551: Valley View Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 0
0 0
Signal=Stop/Rights=Include 0 0 0 0 0 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
991***
83
Lanes:
Final Vol:
0
0
0
1
Critical V/C:
0.909
1
1
Avg Crit Del (sec/veh):
31.7
1
0
Avg Delay (sec/veh):
31.7
0
LOS:
Lanes: Final Vol:
0 89***
701
41***
D
0
1! 0 0 0 86 Signal=Stop/Rights=Include
Street Name: Valley View Rd Sunnyslope 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: 82 0 79 0 0 0 0 892 76 38 634 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: 82 0 79 0 0 0 0 892 76 38 634 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 20 0 0 11 0 Initial Fut: 82 0 79 0 0 0 0 912 76 38 645 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: 89 0 86 0 0 0 0 991 83 41 701 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 0 86 0 0 0 0 991 83 41 701 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: 89 0 86 0 0 0 0 991 83 41 701 0 ------------|---------------||---------------||---------------||---------------| 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: 0.51 0.00 0.49 0.00 0.00 0.00 0.00 1.85 0.15 0.11 1.89 0.00 Final Sat.: 280 0 269 0 0 0 0 1090 92 60 1026 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.32 xxxx 0.32 xxxx xxxx xxxx xxxx 0.91 0.90 0.69 0.68 xxxx Crit Moves: **** **** **** Delay/Veh: 12.4 0.0 12.4 0.0 0.0 0.0 0.0 41.9 40.2 22.0 21.8 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 AdjDel/Veh: 12.4 0.0 12.4 0.0 0.0 0.0 0.0 41.9 40.2 22.0 21.8 0.0 LOS by Move: B * B * * * * E E C C * ApproachDel: 12.4 xxxxxx 41.8 21.8 Delay Adj: 1.00 xxxxx 1.00 1.00 ApprAdjDel: 12.4 xxxxxx 41.8 21.8 LOS by Appr: B * E C AllWayAvgQ: 0.4 0.4 0.4 0.0 0.0 0.0 0.0 5.6 5.2 1.9 1.9 0.0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-21
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 42
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 37 138*** 82 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
266
321***
Lanes:
Final Vol:
0
118
1
0
Critical V/C:
0.889
0
1
Avg Crit Del (sec/veh):
50.2
0
0
Avg Delay (sec/veh):
47.2
1
LOS:
Lanes: Final Vol:
462***
12
D
1 0 1 1 0 273*** 105 18 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 251 97 17 75 127 34 39 245 295 11 425 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 97 17 75 127 34 39 245 295 11 425 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 251 97 17 75 127 34 39 245 295 11 425 109 User Adj: 1.00 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: 273 105 18 82 138 37 42 266 321 12 462 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 105 18 82 138 37 42 266 321 12 462 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 105 18 82 138 37 42 266 321 12 462 118 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.91 0.96 0.82 0.84 0.84 0.84 0.90 0.91 0.91 Lanes: 1.00 1.70 0.30 1.00 1.00 1.00 0.14 0.86 1.00 1.00 0.80 0.20 Final Sat.: 1702 2833 496 1736 1828 1554 220 1380 1600 1702 1382 354 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.04 0.04 0.05 0.08 0.02 0.19 0.19 0.20 0.01 0.33 0.33 Crit Moves: **** **** **** **** Green Time: 16.2 10.6 10.6 13.3 7.6 27.9 20.3 20.3 20.3 33.8 33.8 33.8 Volume/Cap: 0.89 0.32 0.32 0.32 0.89 0.08 0.86 0.86 0.89 0.02 0.89 0.89 Delay/Veh: 61.6 36.9 36.9 35.0 82.4 22.0 43.2 43.2 47.0 17.7 40.5 40.5 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: 61.6 36.9 36.9 35.0 82.4 22.0 43.2 43.2 47.0 17.7 40.5 40.5 LOS by Move: E D D C F C D D D B D D HCM2kAvgQ: 9 2 2 2 7 1 12 12 13 0 19 19 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-22
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 42
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 37 138*** 83 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
272
321***
Lanes:
Final Vol:
0
123***
1
0
Critical V/C:
0.902
0
1
Avg Crit Del (sec/veh):
52.0
0
0
Avg Delay (sec/veh):
49.1
1
LOS:
Lanes: Final Vol:
477
12
D
1 0 1 1 0 273*** 105 18 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 251 97 17 75 127 34 39 245 295 11 425 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 97 17 75 127 34 39 245 295 11 425 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 1 0 0 0 5 0 0 14 4 Initial Fut: 251 97 17 76 127 34 39 250 295 11 439 113 User Adj: 1.00 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: 273 105 18 83 138 37 42 272 321 12 477 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 105 18 83 138 37 42 272 321 12 477 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 105 18 83 138 37 42 272 321 12 477 123 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.91 0.96 0.82 0.84 0.84 0.84 0.90 0.91 0.91 Lanes: 1.00 1.70 0.30 1.00 1.00 1.00 0.13 0.87 1.00 1.00 0.80 0.20 Final Sat.: 1702 2833 496 1736 1828 1554 216 1384 1600 1702 1381 355 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.04 0.04 0.05 0.08 0.02 0.20 0.20 0.20 0.01 0.35 0.35 Crit Moves: **** **** **** **** Green Time: 16.0 10.3 10.3 13.2 7.5 27.5 20.0 20.0 20.0 34.5 34.5 34.5 Volume/Cap: 0.90 0.32 0.32 0.32 0.90 0.08 0.88 0.88 0.90 0.02 0.90 0.90 Uniform Del: 36.2 36.6 36.6 34.4 40.9 22.2 33.9 33.9 34.0 17.2 26.2 26.2 IncremntDel: 28.2 0.5 0.5 0.7 45.2 0.1 12.5 12.5 14.9 0.0 15.6 15.6 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: 64.4 37.1 37.1 35.2 86.0 22.3 46.4 46.4 48.9 17.3 41.7 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.4 37.1 37.1 35.2 86.0 22.3 46.4 46.4 48.9 17.3 41.7 41.7 LOS by Move: E D D D F C D D D B D D HCM2kAvgQ: 9 2 2 2 7 1 12 12 13 0 20 20 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-24
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 51***
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 75 255*** 173 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
500
295
Lanes:
Final Vol:
0
190
1
0
Critical V/C:
1.093
0
1
Avg Crit Del (sec/veh):
102.9
0
0
Avg Delay (sec/veh):
90.1
1
LOS:
Lanes: Final Vol:
383***
20
F
1 0 1 1 0 363*** 151 33 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 334 139 30 159 235 69 47 460 271 18 352 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 334 139 30 159 235 69 47 460 271 18 352 175 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 334 139 30 159 235 69 47 460 271 18 352 175 User Adj: 1.00 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: 363 151 33 173 255 75 51 500 295 20 383 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 363 151 33 173 255 75 51 500 295 20 383 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 363 151 33 173 255 75 51 500 295 20 383 190 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.87 0.87 0.91 0.96 0.82 0.86 0.86 0.86 0.90 0.90 0.90 Lanes: 1.00 1.64 0.36 1.00 1.00 1.00 0.12 1.18 0.70 1.00 0.67 0.33 Final Sat.: 1702 2724 588 1736 1828 1554 198 1941 1143 1702 1137 565 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.06 0.06 0.10 0.14 0.05 0.26 0.26 0.26 0.01 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 17.6 10.4 10.4 18.7 11.5 32.7 21.2 21.2 21.2 27.7 27.7 27.7 Volume/Cap: 1.09 0.48 0.48 0.48 1.09 0.13 1.09 1.09 1.09 0.04 1.09 1.09 Delay/Veh: 112.8 38.2 38.2 32.4 125 19.3 95.1 95.1 95.1 21.8 98.2 98.2 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: 112.8 38.2 38.2 32.4 125 19.3 95.1 95.1 95.1 21.8 98.2 98.2 LOS by Move: F D D C F B F F F C F F HCM2kAvgQ: 15 3 3 5 14 1 21 21 21 0 26 26 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-25
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #2210: McCray St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 51
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 75 255*** 177 1 0 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
0 1
517
295***
Lanes:
Final Vol:
0
192
1
0
Critical V/C:
1.106
0
1
Avg Crit Del (sec/veh):
107.5
0
0
Avg Delay (sec/veh):
93.9
1
LOS:
Lanes: Final Vol:
392***
20
F
1 0 1 1 0 363*** 151 33 Signal=Protect/Rights=Include
Street Name: McCray St Hillcrest 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 Y+R: 4.0 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: 334 139 30 159 235 69 47 460 271 18 352 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 334 139 30 159 235 69 47 460 271 18 352 175 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 4 0 0 0 16 0 0 9 2 Initial Fut: 334 139 30 163 235 69 47 476 271 18 361 177 User Adj: 1.00 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: 363 151 33 177 255 75 51 517 295 20 392 192 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 363 151 33 177 255 75 51 517 295 20 392 192 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 363 151 33 177 255 75 51 517 295 20 392 192 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.87 0.87 0.91 0.96 0.82 0.86 0.86 0.86 0.90 0.90 0.90 Lanes: 1.00 1.64 0.36 1.00 1.00 1.00 0.12 1.20 0.68 1.00 0.67 0.33 Final Sat.: 1702 2724 588 1736 1828 1554 195 1970 1121 1702 1143 561 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.06 0.06 0.10 0.14 0.05 0.26 0.26 0.26 0.01 0.34 0.34 Crit Moves: **** **** **** **** Green Time: 17.3 10.1 10.1 18.6 11.4 32.7 21.4 21.4 21.4 27.9 27.9 27.9 Volume/Cap: 1.11 0.49 0.49 0.49 1.11 0.13 1.11 1.11 1.11 0.04 1.11 1.11 Uniform Del: 36.3 37.5 37.5 31.5 39.3 19.1 34.3 34.3 34.3 21.7 31.0 31.0 IncremntDel: 81.4 1.0 1.0 1.1 90.7 0.1 65.4 65.4 65.4 0.0 71.6 71.6 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: 117.8 38.6 38.6 32.6 130 19.3 99.8 99.8 99.8 21.7 103 102.6 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: 117.8 38.6 38.6 32.6 130 19.3 99.8 99.8 99.8 21.7 103 102.6 LOS by Move: F D D C F B F F F C F F HCM2kAvgQ: 16 3 3 5 14 1 22 22 22 0 27 27 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-27
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 49
50 0
Signal=Stop/Rights=Include 177 265*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
324***
82
Lanes:
Final Vol:
1
250
0
0
Critical V/C:
1.404
0
0
Avg Crit Del (sec/veh):
82.0
1
1
Avg Delay (sec/veh):
82.0
0
LOS:
Lanes: Final Vol:
0 101***
526
63***
F
1
0 1 0 171 90 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 93 157 83 244 163 46 45 298 75 58 484 230 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 157 83 244 163 46 45 298 75 58 484 230 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 93 157 83 244 163 46 45 298 75 58 484 230 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 101 171 90 265 177 50 49 324 82 63 526 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 171 90 265 177 50 49 324 82 63 526 250 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 101 171 90 265 177 50 49 324 82 63 526 250 ------------|---------------||---------------||---------------||---------------| 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: 0.56 0.94 0.50 1.00 0.80 0.20 0.13 0.87 1.00 0.11 0.89 1.00 Final Sat.: 210 367 200 382 326 83 53 351 435 45 375 456 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.48 0.46 0.45 0.69 0.54 0.60 0.92 0.92 0.19 1.40 1.40 0.55 Crit Moves: **** **** **** **** Delay/Veh: 20.3 19.2 18.2 30.2 21.4 21.4 56.8 56.8 12.6 219.1 219 19.5 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: 20.3 19.2 18.2 30.2 21.4 21.4 56.8 56.8 12.6 219.1 219 19.5 LOS by Move: C C C D C C F F B F F C ApproachDel: 19.2 26.1 48.9 159.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 19.2 26.1 48.9 159.6 LOS by Appr: C D E F AllWayAvgQ: 0.9 0.8 0.8 1.9 1.1 1.1 5.1 5.1 0.2 24.2 24.2 1.1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-28
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cumul wProj (AM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 49***
50 0
Signal=Stop/Rights=Include 177 265*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
332
82
Lanes:
Final Vol:
1
250
0
0
Critical V/C:
1.465
0
0
Avg Crit Del (sec/veh):
91.4
1
1
Avg Delay (sec/veh):
91.4
0
LOS:
Lanes: Final Vol:
0 101***
550
63***
F
1
0 1 0 171 90 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 93 157 83 244 163 46 45 298 75 58 484 230 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 157 83 244 163 46 45 298 75 58 484 230 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 7 0 0 22 0 Initial Fut: 93 157 83 244 163 46 45 305 75 58 506 230 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 101 171 90 265 177 50 49 332 82 63 550 250 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 101 171 90 265 177 50 49 332 82 63 550 250 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 101 171 90 265 177 50 49 332 82 63 550 250 ------------|---------------||---------------||---------------||---------------| 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: 0.56 0.94 0.50 1.00 0.80 0.20 0.13 0.87 1.00 0.10 0.90 1.00 Final Sat.: 210 367 200 381 325 83 52 352 435 43 375 454 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.48 0.47 0.45 0.70 0.54 0.60 0.94 0.94 0.19 1.47 1.47 0.55 Crit Moves: **** **** **** **** Delay/Veh: 20.3 19.3 18.3 30.4 21.5 21.5 60.8 60.8 12.6 245.0 245 19.6 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: 20.3 19.3 18.3 30.4 21.5 21.5 60.8 60.8 12.6 245.0 245 19.6 LOS by Move: C C C D C C F F B F F C ApproachDel: 19.3 26.3 52.3 179.7 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 19.3 26.3 52.3 179.7 LOS by Appr: C D F F AllWayAvgQ: 0.9 0.8 0.8 1.9 1.1 1.1 5.5 5.5 0.2 27.2 27.2 1.1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-29
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 42
49 0
Signal=Stop/Rights=Include 290 324*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
618***
159
Lanes:
Final Vol:
1
314
0
0
Critical V/C:
1.777
0
0
Avg Crit Del (sec/veh):
149.9
1
1
Avg Delay (sec/veh):
149.9
0
LOS:
Lanes: Final Vol:
0 65***
445***
64
F
1
0 1 0 291 77 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 60 268 71 298 267 45 39 569 146 59 409 289 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 268 71 298 267 45 39 569 146 59 409 289 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 268 71 298 267 45 39 569 146 59 409 289 User Adj: 1.00 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: 65 291 77 324 290 49 42 618 159 64 445 314 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 291 77 324 290 49 42 618 159 64 445 314 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 291 77 324 290 49 42 618 159 64 445 314 ------------|---------------||---------------||---------------||---------------| 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: 0.30 1.34 0.36 0.98 0.87 0.15 0.06 0.94 1.00 0.13 0.87 1.00 Final Sat.: 107 488 132 356 339 57 24 348 392 48 334 413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.61 0.60 0.59 0.91 0.86 0.86 1.78 1.78 0.40 1.33 1.33 0.76 Crit Moves: **** **** **** **** Delay/Veh: 26.7 25.7 24.7 58.7 47.5 47.2 383.1 383 17.4 192.5 193 33.6 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: 26.7 25.7 24.7 58.7 47.5 47.2 383.1 383 17.4 192.5 193 33.6 LOS by Move: D D C F E E F F C F F D ApproachDel: 25.7 52.9 312.3 131.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 25.7 52.9 312.3 131.9 LOS by Appr: D F F F AllWayAvgQ: 1.4 1.3 1.3 4.7 3.8 3.8 38.3 38.3 0.6 19.1 19.1 2.6 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-30
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cumul wProj (PM)
Intersection #2218: Memorial St and Hillcrest Rd Final Vol: Lanes:
Final Vol: 42***
49 0
Signal=Stop/Rights=Include 290 324*** 1 0 1 0
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 1
646
159
Lanes:
Final Vol:
1
314
0
0
Critical V/C:
1.850
0
0
Avg Crit Del (sec/veh):
163.4
1
1
Avg Delay (sec/veh):
163.4
0
LOS:
Lanes: Final Vol:
0 65***
460***
64
F
1
0 1 0 291 77 Signal=Stop/Rights=Include
Street Name: Memorial St Hillcrest 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: 60 268 71 298 267 45 39 569 146 59 409 289 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 268 71 298 267 45 39 569 146 59 409 289 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 25 0 0 14 0 Initial Fut: 60 268 71 298 267 45 39 594 146 59 423 289 User Adj: 1.00 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: 65 291 77 324 290 49 42 646 159 64 460 314 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 291 77 324 290 49 42 646 159 64 460 314 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 291 77 324 290 49 42 646 159 64 460 314 ------------|---------------||---------------||---------------||---------------| 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: 0.30 1.34 0.36 0.98 0.87 0.15 0.06 0.94 1.00 0.12 0.88 1.00 Final Sat.: 107 488 132 356 339 57 23 349 392 47 335 413 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.61 0.60 0.59 0.91 0.86 0.86 1.85 1.85 0.40 1.37 1.37 0.76 Crit Moves: **** **** **** **** Delay/Veh: 26.7 25.7 24.7 58.7 47.5 47.2 415.0 415 17.4 208.6 209 33.6 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: 26.7 25.7 24.7 58.7 47.5 47.2 415.0 415 17.4 208.6 209 33.6 LOS by Move: D D C F E E F F C F F D ApproachDel: 25.7 52.9 340.5 143.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 25.7 52.9 340.5 143.0 LOS by Appr: D F F F AllWayAvgQ: 1.4 1.3 1.3 4.7 3.8 3.8 41.6 41.6 0.6 20.8 20.8 2.6 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-31
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2243: Fairview Rd and Hillcrest Rd Final Vol: Lanes:
Final Vol: 146***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 115 429 58*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
83
132
Lanes:
Final Vol:
1
114
0
1
Critical V/C:
0.511
1
0
Avg Crit Del (sec/veh):
17.7
0
1
Avg Delay (sec/veh):
17.9
1
LOS:
Lanes: Final Vol:
162***
151
B
1 0 1 1 0 111 627*** 77 Signal=Protect/Rights=Include
Street Name: Fairview Rd Hillcrest 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 Y+R: 4.0 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: 102 577 71 53 395 106 134 76 121 139 149 105 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 577 71 53 395 106 134 76 121 139 149 105 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 577 71 53 395 106 134 76 121 139 149 105 User Adj: 1.00 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: 111 627 77 58 429 115 146 83 132 151 162 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 627 77 58 429 115 146 83 132 151 162 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 627 77 58 429 115 146 83 132 151 162 114 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.90 0.90 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.78 0.22 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 3043 374 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.21 0.21 0.03 0.12 0.07 0.08 0.04 0.08 0.09 0.09 0.07 Crit Moves: **** **** **** **** Green Time: 9.6 24.2 24.2 3.9 18.5 28.2 9.7 6.8 16.4 13.1 10.2 14.1 Volume/Cap: 0.40 0.51 0.51 0.51 0.40 0.16 0.51 0.39 0.30 0.39 0.51 0.31 Delay/Veh: 23.6 13.8 13.8 31.0 16.6 9.2 24.6 25.9 17.7 20.7 24.0 19.4 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: 23.6 13.8 13.8 31.0 16.6 9.2 24.6 25.9 17.7 20.7 24.0 19.4 LOS by Move: C B B C B A C C B C C B HCM2kAvgQ: 2 6 6 2 4 1 3 2 2 3 3 2 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-32
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #2243: Fairview Rd and Hillcrest Rd Final Vol: Lanes:
Final Vol: 146***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 115 437 58*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
83
140
Lanes:
Final Vol:
1
114
0
1
Critical V/C:
0.519
1
0
Avg Crit Del (sec/veh):
17.6
0
1
Avg Delay (sec/veh):
18.1
1
LOS:
Lanes: Final Vol:
162***
151
B
1 0 1 1 0 139 649*** 77 Signal=Protect/Rights=Include
Street Name: Fairview Rd Hillcrest 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 Y+R: 4.0 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: 102 577 71 53 395 106 134 76 121 139 149 105 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 577 71 53 395 106 134 76 121 139 149 105 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 26 20 0 0 7 0 0 0 8 0 0 0 Initial Fut: 128 597 71 53 402 106 134 76 129 139 149 105 User Adj: 1.00 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: 139 649 77 58 437 115 146 83 140 151 162 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 649 77 58 437 115 146 83 140 151 162 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 139 649 77 58 437 115 146 83 140 151 162 114 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.90 0.90 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.79 0.21 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 3054 363 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.21 0.21 0.03 0.13 0.07 0.08 0.04 0.09 0.09 0.09 0.07 Crit Moves: **** **** **** **** Green Time: 11.1 24.6 24.6 3.8 17.4 26.9 9.5 6.7 17.8 12.9 10.1 13.9 Volume/Cap: 0.43 0.52 0.52 0.52 0.43 0.17 0.52 0.40 0.30 0.40 0.52 0.31 Uniform Del: 21.7 13.3 13.3 27.2 17.3 9.9 23.1 24.8 16.3 20.2 22.8 19.1 IncremntDel: 0.9 0.3 0.3 4.3 0.3 0.1 1.7 1.3 0.4 0.7 1.5 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: 22.7 13.6 13.6 31.5 17.6 10.0 24.9 26.0 16.7 20.9 24.3 19.6 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: 22.7 13.6 13.6 31.5 17.6 10.0 24.9 26.0 16.7 20.9 24.3 19.6 LOS by Move: C B B C B A C C B C C B HCM2kAvgQ: 3 6 6 2 4 1 3 2 2 3 3 2 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-34
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2243: Fairview Rd and Hillcrest Rd Final Vol: Lanes:
Final Vol: 122
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 179 540 129*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
184***
165
Lanes:
Final Vol:
1
90
0
1
Critical V/C:
0.538
1
0
Avg Crit Del (sec/veh):
19.9
0
1
Avg Delay (sec/veh):
18.5
1
LOS:
Lanes: Final Vol:
128
120***
B
1 0 1 1 0 136 461*** 172 Signal=Protect/Rights=Include
Street Name: Fairview Rd Hillcrest 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 125 424 158 119 497 165 112 169 152 110 118 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 424 158 119 497 165 112 169 152 110 118 83 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 125 424 158 119 497 165 112 169 152 110 118 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 136 461 172 129 540 179 122 184 165 120 128 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 136 461 172 129 540 179 122 184 165 120 128 90 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 136 461 172 129 540 179 122 184 165 120 128 90 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.88 0.88 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.46 0.54 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 2426 904 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.19 0.19 0.07 0.16 0.12 0.07 0.10 0.10 0.07 0.07 0.06 Crit Moves: **** **** **** **** Green Time: 9.9 21.2 21.2 8.3 19.6 28.9 9.3 11.0 20.9 7.5 9.3 17.6 Volume/Cap: 0.48 0.54 0.54 0.54 0.48 0.24 0.45 0.54 0.30 0.54 0.45 0.19 Delay/Veh: 24.0 16.0 16.0 26.5 16.4 9.3 24.2 23.9 14.6 27.2 24.1 16.1 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: 24.0 16.0 16.0 26.5 16.4 9.3 24.2 23.9 14.6 27.2 24.1 16.1 LOS by Move: C B B C B A C C B C C B HCM2kAvgQ: 3 6 6 3 5 2 3 4 2 3 3 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-35
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #2243: Fairview Rd and Hillcrest Rd Final Vol: Lanes:
Final Vol: 122
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 179 564 129*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
184***
197
Lanes:
Final Vol:
1
90
0
1
Critical V/C:
0.543
1
0
Avg Crit Del (sec/veh):
19.9
0
1
Avg Delay (sec/veh):
18.6
1
LOS:
Lanes: Final Vol:
128
120***
B
1 0 1 1 0 154 475*** 172 Signal=Protect/Rights=Include
Street Name: Fairview Rd Hillcrest 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 125 424 158 119 497 165 112 169 152 110 118 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 125 424 158 119 497 165 112 169 152 110 118 83 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 17 13 0 0 22 0 0 0 29 0 0 0 Initial Fut: 142 437 158 119 519 165 112 169 181 110 118 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 154 475 172 129 564 179 122 184 197 120 128 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 154 475 172 129 564 179 122 184 197 120 128 90 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 154 475 172 129 564 179 122 184 197 120 128 90 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.88 0.88 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.47 0.53 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 2449 885 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.19 0.19 0.07 0.16 0.12 0.07 0.10 0.12 0.07 0.07 0.06 Crit Moves: **** **** **** **** Green Time: 10.5 21.4 21.4 8.2 19.2 28.3 9.2 10.9 21.4 7.5 9.2 17.4 Volume/Cap: 0.51 0.54 0.54 0.54 0.51 0.24 0.45 0.54 0.35 0.54 0.45 0.20 Uniform Del: 22.4 15.4 15.4 24.1 16.6 9.4 23.1 22.3 14.2 24.7 23.1 16.0 IncremntDel: 1.4 0.5 0.5 2.6 0.4 0.2 1.2 1.8 0.4 2.8 1.1 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 23.9 15.9 15.9 26.7 17.0 9.6 24.3 24.1 14.6 27.4 24.2 16.2 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: 23.9 15.9 15.9 26.7 17.0 9.6 24.3 24.1 14.6 27.4 24.2 16.2 LOS by Move: C B B C B A C C B C C B HCM2kAvgQ: 3 6 6 3 5 2 3 4 3 3 3 1 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-37
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 78
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 86 386 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
136
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.438
0
0
Avg Crit Del (sec/veh):
4.1
0
1
Avg Delay (sec/veh):
4.1
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 2 0 0 191 638 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 176 587 0 0 355 79 72 0 125 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: 176 587 0 0 355 79 72 0 125 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 176 587 0 0 355 79 72 0 125 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: 191 638 0 0 386 86 78 0 136 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 191 638 0 0 386 86 78 0 136 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.9 xxxx 7.0 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 472 xxxx xxxxx xxxx xxxx xxxxx 1088 xxxx 193 xxxx xxxx xxxxx Potent Cap.: 1072 xxxx xxxxx xxxx xxxx xxxxx 207 xxxx 810 xxxx xxxx xxxxx Move Cap.: 1072 xxxx xxxxx xxxx xxxx xxxxx 179 xxxx 810 xxxx xxxx xxxxx Volume/Cap: 0.18 xxxx xxxx xxxx xxxx xxxx 0.44 xxxx 0.17 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.6 xxxx xxxxx xxxx xxxx xxxxx 2.0 xxxx 0.6 xxxx xxxx xxxxx Control Del: 9.1 xxxx xxxxx xxxxx xxxx xxxxx 39.9 xxxx 10.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * E * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 21.2 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-38
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (AM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 78
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 86 390 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
138
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.454
0
0
Avg Crit Del (sec/veh):
4.2
0
1
Avg Delay (sec/veh):
4.2
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 2 0 0 197 650 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 176 587 0 0 355 79 72 0 125 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: 176 587 0 0 355 79 72 0 125 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 5 11 0 0 4 0 0 0 2 0 0 0 Initial Fut: 181 598 0 0 359 79 72 0 127 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: 197 650 0 0 390 86 78 0 138 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 197 650 0 0 390 86 78 0 138 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.9 xxxx 7.0 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 476 xxxx xxxxx xxxx xxxx xxxxx 1109 xxxx 195 xxxx xxxx xxxxx Potent Cap.: 1068 xxxx xxxxx xxxx xxxx xxxxx 201 xxxx 807 xxxx xxxx xxxxx Move Cap.: 1068 xxxx xxxxx xxxx xxxx xxxxx 172 xxxx 807 xxxx xxxx xxxxx Volume/Cap: 0.18 xxxx xxxx xxxx xxxx xxxx 0.45 xxxx 0.17 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.7 xxxx xxxxx xxxx xxxx xxxxx 2.1 xxxx 0.6 xxxx xxxx xxxxx Control Del: 9.1 xxxx xxxxx xxxxx xxxx xxxxx 42.2 xxxx 10.4 xxxxx xxxx xxxxx LOS by Move: A * * * * * E * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 21.9 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-39
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 95
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 103 603 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
165
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.517
0
0
Avg Crit Del (sec/veh):
4.9
0
1
Avg Delay (sec/veh):
4.9
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 2 0 0 135 427 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 124 393 0 0 555 95 87 0 152 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 393 0 0 555 95 87 0 152 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 124 393 0 0 555 95 87 0 152 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 135 427 0 0 603 103 95 0 165 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 135 427 0 0 603 103 95 0 165 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.9 xxxx 7.0 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 707 xxxx xxxxx xxxx xxxx xxxxx 1086 xxxx 302 xxxx xxxx xxxxx Potent Cap.: 874 xxxx xxxxx xxxx xxxx xxxxx 208 xxxx 689 xxxx xxxx xxxxx Move Cap.: 874 xxxx xxxxx xxxx xxxx xxxxx 183 xxxx 689 xxxx xxxx xxxxx Volume/Cap: 0.15 xxxx xxxx xxxx xxxx xxxx 0.52 xxxx 0.24 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.5 xxxx xxxxx xxxx xxxx xxxxx 2.6 xxxx 0.9 xxxx xxxx xxxxx Control Del: 9.9 xxxx xxxxx xxxxx xxxx xxxxx 44.0 xxxx 11.9 xxxxx xxxx xxxxx LOS by Move: A * * * * * E * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 23.6 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-40
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (PM)
Intersection #2245: Fairview Rd and Santa Ana Rd Final Vol: Lanes:
Final Vol: 95
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 103 617 0 1 0 2 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
172
Lanes:
Final Vol:
0
0
0
0
Critical V/C:
0.539
0
0
Avg Crit Del (sec/veh):
5.1
0
1
Avg Delay (sec/veh):
5.1
0
LOS:
Lanes: Final Vol:
0
0
C
1 0 2 0 0 138 435 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Santa Ana 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: 124 393 0 0 555 95 87 0 152 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 393 0 0 555 95 87 0 152 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 3 7 0 0 13 0 0 0 6 0 0 0 Initial Fut: 127 400 0 0 568 95 87 0 158 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: 138 435 0 0 617 103 95 0 172 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 138 435 0 0 617 103 95 0 172 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx xxxxx xxxx xxxxx 6.9 xxxx 7.0 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 721 xxxx xxxxx xxxx xxxx xxxxx 1111 xxxx 309 xxxx xxxx xxxxx Potent Cap.: 864 xxxx xxxxx xxxx xxxx xxxxx 200 xxxx 681 xxxx xxxx xxxxx Move Cap.: 864 xxxx xxxxx xxxx xxxx xxxxx 175 xxxx 681 xxxx xxxx xxxxx Volume/Cap: 0.16 xxxx xxxx xxxx xxxx xxxx 0.54 xxxx 0.25 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.6 xxxx xxxxx xxxx xxxx xxxxx 2.8 xxxx 1.0 xxxx xxxx xxxxx Control Del: 10.0 xxxx xxxxx xxxxx xxxx xxxxx 47.2 xxxx 12.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * E * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 24.5 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-41
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 48
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 47 413 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
103
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.305
0
0
Avg Crit Del (sec/veh):
4.0
0
0
Avg Delay (sec/veh):
4.0
0
LOS:
Lanes: Final Vol:
0
0
D
1 0 1 0 0 164 555 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 151 511 0 0 380 43 44 0 95 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 151 511 0 0 380 43 44 0 95 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 151 511 0 0 380 43 44 0 95 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 164 555 0 0 413 47 48 0 103 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 164 555 0 0 413 47 48 0 103 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 460 xxxx xxxxx xxxx xxxx xxxxx 1297 1297 413 xxxx xxxx xxxxx Potent Cap.: 1091 xxxx xxxxx xxxx xxxx xxxxx 177 160 635 xxxx xxxx xxxxx Move Cap.: 1091 xxxx xxxxx xxxx xxxx xxxxx 157 136 635 xxxx xxxx xxxxx Volume/Cap: 0.15 xxxx xxxx xxxx xxxx xxxx 0.31 0.00 0.16 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 323 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.4 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 25.6 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * D * * * * ApproachDel: xxxxxx xxxxxx 25.6 xxxxxx ApproachLOS: * * D * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-42
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (AM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 48
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 47 416 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
103
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.313
0
0
Avg Crit Del (sec/veh):
4.0
0
0
Avg Delay (sec/veh):
4.0
0
LOS:
Lanes: Final Vol:
0
0
D
1 0 1 0 0 165 566 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 151 511 0 0 380 43 44 0 95 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 151 511 0 0 380 43 44 0 95 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 1 10 0 0 3 0 0 0 0 0 0 0 Initial Fut: 152 521 0 0 383 43 44 0 95 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 165 566 0 0 416 47 48 0 103 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 165 566 0 0 416 47 48 0 103 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 463 xxxx xxxxx xxxx xxxx xxxxx 1313 1313 416 xxxx xxxx xxxxx Potent Cap.: 1088 xxxx xxxxx xxxx xxxx xxxxx 173 157 632 xxxx xxxx xxxxx Move Cap.: 1088 xxxx xxxxx xxxx xxxx xxxxx 153 133 632 xxxx xxxx xxxxx Volume/Cap: 0.15 xxxx xxxx xxxx xxxx xxxx 0.31 0.00 0.16 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 317 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.4 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 26.3 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * D * * * * ApproachDel: xxxxxx xxxxxx 26.3 xxxxxx ApproachLOS: * * D * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-43
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 64
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 46 518 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
176
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.331
0
0
Avg Crit Del (sec/veh):
6.8
0
0
Avg Delay (sec/veh):
6.8
0
LOS:
Lanes: Final Vol:
0
0
D
1 0 1 0 0 142 346 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 131 318 0 0 477 42 59 0 162 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: 131 318 0 0 477 42 59 0 162 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 131 318 0 0 477 42 59 0 162 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: 142 346 0 0 518 46 64 0 176 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 142 346 0 0 518 46 64 0 176 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 564 xxxx xxxxx xxxx xxxx xxxxx 1149 1149 518 xxxx xxxx xxxxx Potent Cap.: 998 xxxx xxxxx xxxx xxxx xxxxx 217 197 553 xxxx xxxx xxxxx Move Cap.: 998 xxxx xxxxx xxxx xxxx xxxxx 194 169 553 xxxx xxxx xxxxx Volume/Cap: 0.14 xxxx xxxx xxxx xxxx xxxx 0.33 0.00 0.32 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 370 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.4 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 31.1 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * D * * * * ApproachDel: xxxxxx xxxxxx 31.1 xxxxxx ApproachLOS: * * D * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-44
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (PM)
Intersection #2248: Fairview Rd and McCloskey Rd Final Vol: Lanes:
Final Vol: 64
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 46 530 0 1 0 1 0 0
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
0 0
0
177
Lanes:
Final Vol:
0
0
0
1!
Critical V/C:
0.342
0
0
Avg Crit Del (sec/veh):
7.0
0
0
Avg Delay (sec/veh):
7.0
0
LOS:
Lanes: Final Vol:
0
0
D
1 0 1 0 0 143 353 0 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd McCloskey 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: 131 318 0 0 477 42 59 0 162 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: 131 318 0 0 477 42 59 0 162 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 1 7 0 0 11 0 0 0 1 0 0 0 Initial Fut: 132 325 0 0 488 42 59 0 163 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: 143 353 0 0 530 46 64 0 177 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 143 353 0 0 530 46 64 0 177 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 576 xxxx xxxxx xxxx xxxx xxxxx 1171 1171 530 xxxx xxxx xxxxx Potent Cap.: 987 xxxx xxxxx xxxx xxxx xxxxx 211 191 545 xxxx xxxx xxxxx Move Cap.: 987 xxxx xxxxx xxxx xxxx xxxxx 187 163 545 xxxx xxxx xxxxx Volume/Cap: 0.15 xxxx xxxx xxxx xxxx xxxx 0.34 0.00 0.33 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del: 9.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: A * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 362 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.6 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 32.8 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * D * * * * ApproachDel: xxxxxx xxxxxx 32.8 xxxxxx ApproachLOS: * * D * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-45
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 264***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 292 1184 526*** 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
433
295
Lanes:
Final Vol:
1
571***
0
2
Critical V/C:
0.758
2
0
Avg Crit Del (sec/veh):
35.8
0
1
Avg Delay (sec/veh):
32.5
1
LOS:
Lanes: Final Vol:
501
152
C
2 0 3 0 1 303 1159*** 95 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 279 1066 87 484 1089 269 243 398 271 140 461 525 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 279 1066 87 484 1089 269 243 398 271 140 461 525 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 279 1066 87 484 1089 269 243 398 271 140 461 525 User Adj: 1.00 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: 303 1159 95 526 1184 292 264 433 295 152 501 571 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 303 1159 95 526 1184 292 264 433 295 152 501 571 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 303 1159 95 526 1184 292 264 433 295 152 501 571 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.22 0.06 0.16 0.23 0.20 0.08 0.12 0.19 0.09 0.14 0.37 Crit Moves: **** **** **** **** Green Time: 14.6 29.5 45.4 21.2 36.1 46.1 10.0 21.5 36.0 15.9 27.3 48.5 Volume/Cap: 0.63 0.76 0.14 0.76 0.63 0.43 0.76 0.55 0.53 0.55 0.50 0.76 Delay/Veh: 43.0 34.2 16.0 41.8 27.2 18.6 53.1 35.8 26.2 41.2 31.0 25.5 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: 43.0 34.2 16.0 41.8 27.2 18.6 53.1 35.8 26.2 41.2 31.0 25.5 LOS by Move: D C B D C B D D C D C C HCM2kAvgQ: 5 12 2 9 11 6 4 6 7 5 7 16 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-46
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 264***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 292 1188 527*** 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
437
298
Lanes:
Final Vol:
1
573***
0
2
Critical V/C:
0.762
2
0
Avg Crit Del (sec/veh):
36.0
0
1
Avg Delay (sec/veh):
32.6
1
LOS:
Lanes: Final Vol:
513
152
C
2 0 3 0 1 313 1171*** 95 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 279 1066 87 484 1089 269 243 398 271 140 461 525 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 279 1066 87 484 1089 269 243 398 271 140 461 525 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 9 11 0 1 4 0 0 4 3 0 11 2 Initial Fut: 288 1077 87 485 1093 269 243 402 274 140 472 527 User Adj: 1.00 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 1171 95 527 1188 292 264 437 298 152 513 573 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 313 1171 95 527 1188 292 264 437 298 152 513 573 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 313 1171 95 527 1188 292 264 437 298 152 513 573 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.23 0.06 0.16 0.23 0.20 0.08 0.12 0.19 0.09 0.14 0.37 Crit Moves: **** **** **** **** Green Time: 14.9 29.6 45.4 21.1 35.8 45.8 10.0 21.5 36.4 15.8 27.3 48.4 Volume/Cap: 0.64 0.76 0.14 0.76 0.64 0.43 0.76 0.56 0.53 0.56 0.51 0.76 Uniform Del: 40.0 32.0 15.9 37.1 26.7 18.3 43.9 35.0 25.0 38.9 30.7 21.1 IncremntDel: 2.9 2.3 0.1 5.0 0.8 0.5 9.6 0.9 0.9 2.5 0.5 4.6 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: 42.9 34.3 16.0 42.1 27.5 18.8 53.4 35.9 25.9 41.4 31.2 25.7 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: 42.9 34.3 16.0 42.1 27.5 18.8 53.4 35.9 25.9 41.4 31.2 25.7 LOS by Move: D C B D C B D D C D C C HCM2kAvgQ: 6 13 2 9 11 6 4 6 7 5 7 16 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-48
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 347
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 333 1520 741*** 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
722***
437
Lanes:
Final Vol:
1
652
0
2
Critical V/C:
0.948
2
0
Avg Crit Del (sec/veh):
55.4
0
1
Avg Delay (sec/veh):
44.0
1
LOS:
Lanes: Final Vol:
672
222***
D
2 0 3 0 1 416 1470*** 165 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 383 1352 152 682 1398 306 319 664 402 204 618 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 383 1352 152 682 1398 306 319 664 402 204 618 600 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 383 1352 152 682 1398 306 319 664 402 204 618 600 User Adj: 1.00 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: 416 1470 165 741 1520 333 347 722 437 222 672 652 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 416 1470 165 741 1520 333 347 722 437 222 672 652 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 416 1470 165 741 1520 333 347 722 437 222 672 652 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.28 0.11 0.23 0.29 0.23 0.10 0.20 0.28 0.13 0.18 0.42 Crit Moves: **** **** **** **** Green Time: 16.2 29.9 43.4 23.8 37.5 49.2 11.7 20.8 37.0 13.5 22.6 46.4 Volume/Cap: 0.78 0.95 0.26 0.95 0.78 0.46 0.86 0.95 0.76 0.95 0.81 0.90 Delay/Veh: 47.6 47.0 18.3 58.1 29.8 17.2 59.7 60.0 33.4 87.5 42.8 39.5 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: 47.6 47.0 18.3 58.1 29.8 17.2 59.7 60.0 33.4 87.5 42.8 39.5 LOS by Move: D D B E C B E E C F D D HCM2kAvgQ: 8 20 3 16 16 7 6 13 12 11 12 22 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-49
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #2331: Airline Hwy/Future 25 Bypass and Sunnyslope Rd/Tres Pinos Rd Final Vol: Lanes:
Final Vol: 347
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 333 1534 745*** 1 0 3 0 2
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
12
Signal=Protect Rights=Overlap
2 0
736***
448
Lanes:
Final Vol:
1
654
0
2
Critical V/C:
0.956
2
0
Avg Crit Del (sec/veh):
56.8
0
1
Avg Delay (sec/veh):
44.7
1
LOS:
Lanes: Final Vol:
679
222***
D
2 0 3 0 1 423 1478*** 165 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy/Future 25 Bypass Sunnyslope Rd/Tres Pinos 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 Y+R: 4.0 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: 383 1352 152 682 1398 306 319 664 402 204 618 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 383 1352 152 682 1398 306 319 664 402 204 618 600 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 6 8 0 3 13 0 0 13 10 0 7 2 Initial Fut: 389 1360 152 685 1411 306 319 677 412 204 625 602 User Adj: 1.00 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: 423 1478 165 745 1534 333 347 736 448 222 679 654 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 423 1478 165 745 1534 333 347 736 448 222 679 654 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 423 1478 165 745 1534 333 347 736 448 222 679 654 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.91 0.77 0.86 0.91 0.77 0.91 0.96 0.82 0.91 0.96 0.82 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3281 5181 1468 3281 5181 1468 3473 3656 1554 1736 3656 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.29 0.11 0.23 0.30 0.23 0.10 0.20 0.29 0.13 0.19 0.42 Crit Moves: **** **** **** **** Green Time: 16.3 29.8 43.2 23.7 37.3 49.0 11.7 21.1 37.3 13.4 22.7 46.5 Volume/Cap: 0.79 0.96 0.26 0.96 0.79 0.46 0.85 0.96 0.77 0.96 0.82 0.91 Uniform Del: 40.3 34.4 18.2 37.6 27.9 16.8 43.3 39.0 27.6 43.0 36.7 24.8 IncremntDel: 8.0 13.8 0.2 22.1 2.3 0.5 16.1 22.2 6.4 46.7 6.4 15.1 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: 48.2 48.3 18.4 59.7 30.2 17.3 59.4 61.2 34.0 89.7 43.0 39.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.2 48.3 18.4 59.7 30.2 17.3 59.4 61.2 34.0 89.7 43.0 39.9 LOS by Move: D D B E C B E E C F D D HCM2kAvgQ: 8 20 3 16 16 7 6 14 13 11 12 23 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-51
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 315***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 257 379*** 41 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
124
229
Lanes:
Final Vol:
1
82
0
1
Critical V/C:
0.659
1
0
Avg Crit Del (sec/veh):
25.8
0
1
Avg Delay (sec/veh):
20.6
1
LOS:
Lanes: Final Vol:
243***
64
C
1 0 1 1 0 189*** 422 33 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 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: 174 388 30 38 349 236 290 114 211 59 224 75 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 388 30 38 349 236 290 114 211 59 224 75 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 174 388 30 38 349 236 290 114 211 59 224 75 User Adj: 1.00 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: 189 422 33 41 379 257 315 124 229 64 243 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 189 422 33 41 379 257 315 124 229 64 243 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 189 422 33 41 379 257 315 124 229 64 243 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.90 0.90 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.86 0.14 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 3188 247 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.13 0.13 0.02 0.11 0.17 0.18 0.07 0.14 0.04 0.13 0.05 Crit Moves: **** **** **** **** Green Time: 9.9 16.8 16.8 3.0 9.9 26.2 16.2 18.2 28.1 9.9 11.9 14.9 Volume/Cap: 0.66 0.47 0.47 0.47 0.66 0.38 0.66 0.22 0.31 0.22 0.66 0.21 Delay/Veh: 29.0 18.3 18.3 31.7 26.3 11.8 22.8 15.8 10.1 22.1 26.5 18.1 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: 29.0 18.3 18.3 31.7 26.3 11.8 22.8 15.8 10.1 22.1 26.5 18.1 LOS by Move: C B B C C B C B B C C B HCM2kAvgQ: 5 4 4 1 4 3 6 2 3 1 4 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-52
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 315***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 257 396*** 41 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
124
238
Lanes:
Final Vol:
1
82
0
1
Critical V/C:
0.684
1
0
Avg Crit Del (sec/veh):
26.8
0
1
Avg Delay (sec/veh):
21.0
1
LOS:
Lanes: Final Vol:
243***
64
C
1 0 1 1 0 215*** 471 33 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 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: 174 388 30 38 349 236 290 114 211 59 224 75 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 388 30 38 349 236 290 114 211 59 224 75 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 24 45 0 0 15 0 0 0 8 0 0 0 Initial Fut: 198 433 30 38 364 236 290 114 219 59 224 75 User Adj: 1.00 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: 215 471 33 41 396 257 315 124 238 64 243 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 215 471 33 41 396 257 315 124 238 64 243 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 215 471 33 41 396 257 315 124 238 64 243 82 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.90 0.90 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.87 0.13 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 3215 223 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.15 0.15 0.02 0.11 0.17 0.18 0.07 0.15 0.04 0.13 0.05 Crit Moves: **** **** **** **** Green Time: 10.9 18.0 18.0 2.9 10.0 25.6 15.6 17.6 28.4 9.6 11.5 14.4 Volume/Cap: 0.68 0.49 0.49 0.49 0.68 0.39 0.68 0.23 0.32 0.23 0.68 0.21 Uniform Del: 23.0 17.3 17.3 27.8 23.5 11.8 20.0 16.1 9.8 22.0 22.6 18.3 IncremntDel: 6.1 0.4 0.4 4.4 3.4 0.4 4.2 0.2 0.2 0.4 5.4 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: 29.0 17.6 17.6 32.2 26.9 12.2 24.2 16.3 10.0 22.4 28.0 18.6 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: 29.0 17.6 17.6 32.2 26.9 12.2 24.2 16.3 10.0 22.4 28.0 18.6 LOS by Move: C B B C C B C B B C C B HCM2kAvgQ: 5 5 5 1 4 3 7 2 3 1 4 1 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-54
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 242***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 267 493*** 93 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
278
266
Lanes:
Final Vol:
1
65
0
1
Critical V/C:
0.661
1
0
Avg Crit Del (sec/veh):
25.6
0
1
Avg Delay (sec/veh):
20.0
1
LOS:
Lanes: Final Vol:
193***
50
C
1 0 1 1 0 253*** 411 73 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 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: 233 378 67 86 454 246 223 256 245 46 178 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 378 67 86 454 246 223 256 245 46 178 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 233 378 67 86 454 246 223 256 245 46 178 60 User Adj: 1.00 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: 253 411 73 93 493 267 242 278 266 50 193 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 253 411 73 93 493 267 242 278 266 50 193 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 253 411 73 93 493 267 242 278 266 50 193 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.89 0.89 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.70 0.30 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 2882 511 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.14 0.14 0.05 0.14 0.17 0.14 0.15 0.17 0.03 0.10 0.04 Crit Moves: **** **** **** **** Green Time: 13.2 19.0 19.0 7.2 12.9 25.3 12.4 18.4 31.6 3.5 9.4 16.6 Volume/Cap: 0.66 0.45 0.45 0.45 0.66 0.41 0.66 0.49 0.32 0.49 0.66 0.15 Delay/Veh: 25.6 16.7 16.7 26.1 23.8 12.5 26.3 17.6 8.3 31.0 29.3 16.5 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: 25.6 16.7 16.7 26.1 23.8 12.5 26.3 17.6 8.3 31.0 29.3 16.5 LOS by Move: C B B C C B C B A C C B HCM2kAvgQ: 6 4 4 2 5 3 5 5 3 1 4 1 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-55
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #2347: Fairview Rd and Sunnyslope Rd Final Vol: Lanes:
Final Vol: 242***
Signal=Protect Lanes: Rights=Overlap
Signal=Protect/Rights=Overlap 267 549*** 93 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
12
Signal=Protect Rights=Overlap
1 0
278
296
Lanes:
Final Vol:
1
65
0
1
Critical V/C:
0.694
1
0
Avg Crit Del (sec/veh):
26.5
0
1
Avg Delay (sec/veh):
20.5
1
LOS:
Lanes: Final Vol:
193***
50
C
1 0 1 1 0 271*** 443 73 Signal=Protect/Rights=Include
Street Name: Fairview Rd Sunnyslope 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 Y+R: 4.0 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: 233 378 67 86 454 246 223 256 245 46 178 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 378 67 86 454 246 223 256 245 46 178 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 16 30 0 0 51 0 0 0 27 0 0 0 Initial Fut: 249 408 67 86 505 246 223 256 272 46 178 60 User Adj: 1.00 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: 271 443 73 93 549 267 242 278 296 50 193 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 271 443 73 93 549 267 242 278 296 50 193 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 271 443 73 93 549 267 242 278 296 50 193 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.89 0.89 0.91 0.91 0.82 0.93 0.98 0.83 0.93 0.98 0.83 Lanes: 1.00 1.72 0.28 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1736 2920 480 1736 3473 1554 1769 1862 1583 1769 1862 1583 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.15 0.15 0.05 0.16 0.17 0.14 0.15 0.19 0.03 0.10 0.04 Crit Moves: **** **** **** **** Green Time: 13.5 20.0 20.0 7.1 13.7 25.5 11.9 17.5 31.0 3.3 9.0 16.1 Volume/Cap: 0.69 0.45 0.45 0.45 0.69 0.40 0.69 0.51 0.36 0.51 0.69 0.15 Uniform Del: 21.4 15.7 15.7 24.6 21.2 12.0 22.4 17.7 8.6 27.6 24.2 16.8 IncremntDel: 5.3 0.3 0.3 1.6 2.7 0.4 5.9 0.8 0.3 4.5 7.3 0.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 26.7 16.0 16.0 26.2 23.9 12.4 28.3 18.5 8.9 32.1 31.5 16.9 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: 26.7 16.0 16.0 26.2 23.9 12.4 28.3 18.5 8.9 32.1 31.5 16.9 LOS by Move: C B B C C B C B A C C B HCM2kAvgQ: 6 4 4 2 5 3 6 5 3 1 4 1 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-57
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 52
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 41 1159 164*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
51
27
Lanes:
Final Vol:
1
224
0
1
Critical V/C:
0.585
1
0
Avg Crit Del (sec/veh):
11.4
0
1
Avg Delay (sec/veh):
10.2
1
LOS:
Lanes: Final Vol:
80***
34
B
1 0 1 1 0 35 1121*** 35 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 32 1031 32 151 1066 38 48 47 25 31 74 206 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 32 1031 32 151 1066 38 48 47 25 31 74 206 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 32 1031 32 151 1066 38 48 47 25 31 74 206 User Adj: 1.00 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: 35 1121 35 164 1159 41 52 51 27 34 80 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 1121 35 164 1159 41 52 51 27 34 80 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 1121 35 164 1159 41 52 51 27 34 80 224 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 0.86 0.86 0.77 0.85 0.96 0.82 0.85 0.96 0.82 Lanes: 1.00 1.94 0.06 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3170 98 1641 3281 1468 1621 1828 1554 1621 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.35 0.35 0.10 0.35 0.03 0.03 0.03 0.02 0.02 0.04 0.14 Crit Moves: **** **** **** Green Time: 2.6 36.2 36.2 10.3 43.9 43.9 4.5 4.5 7.1 4.5 4.5 14.8 Volume/Cap: 0.48 0.59 0.59 0.59 0.48 0.04 0.43 0.37 0.15 0.28 0.59 0.59 Delay/Veh: 33.0 7.7 7.7 26.1 3.5 2.2 28.9 28.1 24.1 27.4 33.2 22.3 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: 33.0 7.7 7.7 26.1 3.5 2.2 28.9 28.1 24.1 27.4 33.2 22.3 LOS by Move: C A A C A A C C C C C C HCM2kAvgQ: 1 8 8 4 5 0 2 1 1 1 3 5 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-58
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 52
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 41 1167 164*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
51
27
Lanes:
Final Vol:
1
224
0
1
Critical V/C:
0.594
1
0
Avg Crit Del (sec/veh):
11.4
0
1
Avg Delay (sec/veh):
10.2
1
LOS:
Lanes: Final Vol:
80***
34
B
1 0 1 1 0 35 1146*** 35 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 32 1031 32 151 1066 38 48 47 25 31 74 206 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 32 1031 32 151 1066 38 48 47 25 31 74 206 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 23 0 0 8 0 0 0 0 0 0 0 Initial Fut: 32 1054 32 151 1074 38 48 47 25 31 74 206 User Adj: 1.00 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: 35 1146 35 164 1167 41 52 51 27 34 80 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 1146 35 164 1167 41 52 51 27 34 80 224 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 1146 35 164 1167 41 52 51 27 34 80 224 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 0.86 0.86 0.77 0.87 0.96 0.82 0.87 0.96 0.82 Lanes: 1.00 1.94 0.06 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3172 96 1641 3281 1468 1647 1828 1554 1647 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.36 0.36 0.10 0.36 0.03 0.03 0.03 0.02 0.02 0.04 0.14 Crit Moves: **** **** **** Green Time: 2.6 36.5 36.5 10.1 43.9 43.9 4.4 4.4 7.1 4.4 4.4 14.5 Volume/Cap: 0.49 0.59 0.59 0.59 0.49 0.04 0.43 0.38 0.15 0.28 0.59 0.59 Uniform Del: 28.0 7.2 7.2 23.1 3.3 2.2 26.6 26.5 23.8 26.3 26.9 20.1 IncremntDel: 5.1 0.5 0.5 3.5 0.2 0.0 2.4 1.8 0.4 1.2 7.0 2.6 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 33.1 7.7 7.7 26.5 3.5 2.2 29.0 28.2 24.1 27.5 33.9 22.7 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: 33.1 7.7 7.7 26.5 3.5 2.2 29.0 28.2 24.1 27.5 33.9 22.7 LOS by Move: C A A C A A C C C C C C HCM2kAvgQ: 1 8 8 4 5 0 2 1 1 1 3 5 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-60
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 53
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 109 1451 276*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
67
35
Lanes:
Final Vol:
1
288
0
1
Critical V/C:
0.797
1
0
Avg Crit Del (sec/veh):
18.2
0
1
Avg Delay (sec/veh):
14.0
1
LOS:
Lanes: Final Vol:
97***
47
B
1 0 1 1 0 57 1440*** 49 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 52 1325 45 254 1335 100 49 62 32 43 89 265 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 1325 45 254 1335 100 49 62 32 43 89 265 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 52 1325 45 254 1335 100 49 62 32 43 89 265 User Adj: 1.00 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: 57 1440 49 276 1451 109 53 67 35 47 97 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1440 49 276 1451 109 53 67 35 47 97 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 1440 49 276 1451 109 53 67 35 47 97 288 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 0.86 0.86 0.77 0.96 0.96 0.82 0.96 0.96 0.82 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3158 107 1641 3281 1468 1828 1828 1554 1828 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.46 0.46 0.17 0.44 0.07 0.03 0.04 0.02 0.03 0.05 0.19 Crit Moves: **** **** **** Green Time: 3.4 34.3 34.3 12.7 43.6 43.6 4.0 4.0 7.4 4.0 4.0 16.7 Volume/Cap: 0.61 0.80 0.80 0.80 0.61 0.10 0.44 0.56 0.18 0.38 0.80 0.67 Delay/Veh: 38.8 12.6 12.6 34.6 4.5 2.5 29.5 32.7 24.1 28.9 57.3 23.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.8 12.6 12.6 34.6 4.5 2.5 29.5 32.7 24.1 28.9 57.3 23.2 LOS by Move: D B B C A A C C C C E C HCM2kAvgQ: 2 14 14 7 8 1 2 2 1 1 4 6 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-61
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #2367: Airline Hwy and Sunset Dr Final Vol: Lanes:
Final Vol: 53
Signal=Permit Lanes: Rights=Overlap
Signal=Protect/Rights=Include 109 1479 276*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Permit Rights=Overlap
1 0
67
35
Lanes:
Final Vol:
1
288
0
1
Critical V/C:
0.803
1
0
Avg Crit Del (sec/veh):
18.4
0
1
Avg Delay (sec/veh):
14.1
1
LOS:
Lanes: Final Vol:
97***
47
B
1 0 1 1 0 57 1457*** 49 Signal=Protect/Rights=Include
Street Name: Airline Hwy Sunset Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 52 1325 45 254 1335 100 49 62 32 43 89 265 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 1325 45 254 1335 100 49 62 32 43 89 265 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 15 0 0 26 0 0 0 0 0 0 0 Initial Fut: 52 1340 45 254 1361 100 49 62 32 43 89 265 User Adj: 1.00 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: 57 1457 49 276 1479 109 53 67 35 47 97 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1457 49 276 1479 109 53 67 35 47 97 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 1457 49 276 1479 109 53 67 35 47 97 288 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.86 0.86 0.86 0.77 0.96 0.96 0.82 0.96 0.96 0.82 Lanes: 1.00 1.94 0.06 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1641 3159 106 1641 3281 1468 1828 1828 1554 1828 1828 1554 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.46 0.46 0.17 0.45 0.07 0.03 0.04 0.02 0.03 0.05 0.19 Crit Moves: **** **** **** Green Time: 3.3 34.5 34.5 12.6 43.7 43.7 4.0 4.0 7.3 4.0 4.0 16.5 Volume/Cap: 0.62 0.80 0.80 0.80 0.62 0.10 0.44 0.56 0.18 0.39 0.80 0.67 Uniform Del: 27.7 10.1 10.1 22.5 4.0 2.4 27.0 27.2 23.7 26.9 27.6 19.3 IncremntDel: 12.3 2.6 2.6 12.7 0.5 0.0 2.6 5.8 0.5 2.1 30.9 4.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 40.0 12.7 12.7 35.3 4.5 2.4 29.5 33.0 24.2 28.9 58.5 23.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.0 12.7 12.7 35.3 4.5 2.4 29.5 33.0 24.2 28.9 58.5 23.5 LOS by Move: D B B D A A C C C C E C HCM2kAvgQ: 2 14 14 7 8 1 2 2 1 1 4 6 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-63
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 196***
235 1
Signal=Split/Rights=Overlap 0 195*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
665
0
Lanes:
Final Vol:
1
328
0
2
Critical V/C:
0.480
2
0
Avg Crit Del (sec/veh):
16.6
0
0
Avg Delay (sec/veh):
11.1
0
LOS:
Lanes: Final Vol:
0 0
654***
0
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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 0 179 0 216 180 612 0 0 602 302 Growth Adj: 1.00 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 0 179 0 216 180 612 0 0 602 302 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 179 0 216 180 612 0 0 602 302 User Adj: 1.00 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 0 195 0 235 196 665 0 0 654 328 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 195 0 235 196 665 0 0 654 328 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 195 0 235 196 665 0 0 654 328 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.92 1.00 1.00 0.92 0.83 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 0 0 0 1769 0 1583 1753 3505 0 0 3505 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.15 0.11 0.19 0.00 0.00 0.19 0.21 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.7 0.0 27.7 13.9 37.3 0.0 0.0 23.3 37.1 Volume/Cap: 0.00 0.00 0.00 0.48 0.00 0.32 0.48 0.31 0.00 0.00 0.48 0.34 Delay/Veh: 0.0 0.0 0.0 20.9 0.0 10.5 20.8 5.4 0.0 0.0 14.1 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 20.9 0.0 10.5 20.8 5.4 0.0 0.0 14.1 5.8 LOS by Move: A A A C A B C A A A B A HCM2kAvgQ: 0 0 0 4 0 3 4 3 0 0 5 3 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-64
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 196***
235 1
Signal=Split/Rights=Overlap 0 195*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
670
0
Lanes:
Final Vol:
1
328
0
2
Critical V/C:
0.484
2
0
Avg Crit Del (sec/veh):
16.5
0
0
Avg Delay (sec/veh):
11.1
0
LOS:
Lanes: Final Vol:
0 0
666***
0
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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 0 179 0 216 180 612 0 0 602 302 Growth Adj: 1.00 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 0 179 0 216 180 612 0 0 602 302 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 4 0 0 11 0 Initial Fut: 0 0 0 179 0 216 180 616 0 0 613 302 User Adj: 1.00 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 0 195 0 235 196 670 0 0 666 328 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 195 0 235 196 670 0 0 666 328 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 195 0 235 196 670 0 0 666 328 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.92 1.00 1.00 0.92 0.83 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 0 0 0 1769 0 1583 1753 3505 0 0 3505 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.15 0.11 0.19 0.00 0.00 0.19 0.21 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.6 0.0 27.5 13.8 37.4 0.0 0.0 23.5 37.2 Volume/Cap: 0.00 0.00 0.00 0.48 0.00 0.32 0.48 0.31 0.00 0.00 0.48 0.34 Uniform Del: 0.0 0.0 0.0 20.1 0.0 10.4 20.0 5.3 0.0 0.0 13.7 5.5 IncremntDel: 0.0 0.0 0.0 0.9 0.0 0.3 0.9 0.1 0.0 0.0 0.3 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: 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 21.1 0.0 10.6 20.9 5.4 0.0 0.0 13.9 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: 0.0 0.0 0.0 21.1 0.0 10.6 20.9 5.4 0.0 0.0 13.9 5.7 LOS by Move: A A A C A B C A A A B A HCM2kAvgQ: 0 0 0 4 0 3 4 3 0 0 5 3 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-66
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 235***
184 1
Signal=Split/Rights=Overlap 0 229*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
810
0
Lanes:
Final Vol:
1
226
0
2
Critical V/C:
0.586
2
0
Avg Crit Del (sec/veh):
17.7
0
0
Avg Delay (sec/veh):
12.1
0
LOS:
Lanes: Final Vol:
0 0
821***
0
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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 0 211 0 169 216 745 0 0 755 208 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 211 0 169 216 745 0 0 755 208 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 211 0 169 216 745 0 0 755 208 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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 0 229 0 184 235 810 0 0 821 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 229 0 184 235 810 0 0 821 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 229 0 184 235 810 0 0 821 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.92 1.00 1.00 0.92 0.83 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 0 0 0 1769 0 1583 1753 3505 0 0 3505 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.12 0.13 0.23 0.00 0.00 0.23 0.14 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.3 0.0 27.0 13.7 37.7 0.0 0.0 24.0 37.3 Volume/Cap: 0.00 0.00 0.00 0.59 0.00 0.26 0.59 0.37 0.00 0.00 0.59 0.23 Delay/Veh: 0.0 0.0 0.0 23.2 0.0 10.5 22.8 5.5 0.0 0.0 14.8 5.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 23.2 0.0 10.5 22.8 5.5 0.0 0.0 14.8 5.2 LOS by Move: A A A C A B C A A A B A HCM2kAvgQ: 0 0 0 5 0 2 5 4 0 0 6 2 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-67
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #2925: San Benito St and Union Rd Final Vol: Lanes:
Final Vol: 235***
184 1
Signal=Split/Rights=Overlap 0 229*** 0 0 0 1
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Overlap
1 0
824
0
Lanes:
Final Vol:
1
226
0
2
Critical V/C:
0.588
2
0
Avg Crit Del (sec/veh):
17.7
0
0
Avg Delay (sec/veh):
12.1
0
LOS:
Lanes: Final Vol:
0 0
828***
0
B
0
0 0 0 0 0 Signal=Split/Rights=Include
Street Name: San Benito St Union 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 Y+R: 4.0 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 0 211 0 169 216 745 0 0 755 208 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 211 0 169 216 745 0 0 755 208 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 13 0 0 7 0 Initial Fut: 0 0 0 211 0 169 216 758 0 0 762 208 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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 0 229 0 184 235 824 0 0 828 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 229 0 184 235 824 0 0 828 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 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 0 229 0 184 235 824 0 0 828 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.93 1.00 0.83 0.92 0.92 1.00 1.00 0.92 0.83 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 0 0 0 1769 0 1583 1753 3505 0 0 3505 1568 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.12 0.13 0.24 0.00 0.00 0.24 0.14 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.2 0.0 26.9 13.7 37.8 0.0 0.0 24.1 37.3 Volume/Cap: 0.00 0.00 0.00 0.59 0.00 0.26 0.59 0.37 0.00 0.00 0.59 0.23 Uniform Del: 0.0 0.0 0.0 20.9 0.0 10.3 20.7 5.4 0.0 0.0 14.1 5.0 IncremntDel: 0.0 0.0 0.0 2.3 0.0 0.2 2.3 0.1 0.0 0.0 0.7 0.1 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 23.3 0.0 10.5 23.0 5.5 0.0 0.0 14.7 5.1 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 23.3 0.0 10.5 23.0 5.5 0.0 0.0 14.7 5.1 LOS by Move: A A A C A B C A A A B A HCM2kAvgQ: 0 0 0 5 0 2 5 4 0 0 6 2 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-69
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 23
41 1
Signal=Stop/Rights=Include 5 41 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
753
28
Lanes:
Final Vol:
1
16
0
2
Critical V/C:
0.467
2
0
Avg Crit Del (sec/veh):
4.5
0
1
Avg Delay (sec/veh):
4.5
1
LOS:
Lanes: Final Vol:
1 50
662
59
E
0
1 0 1 5 51 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 46 5 47 38 5 38 21 693 26 54 609 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 5 47 38 5 38 21 693 26 54 609 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 5 47 38 5 38 21 693 26 54 609 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 50 5 51 41 5 41 23 753 28 59 662 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 50 5 51 41 5 41 23 753 28 59 662 16 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.3 xxxx xxxxx 4.3 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1250 1595 377 1204 1607 331 678 xxxx xxxxx 782 xxxx xxxxx Potent Cap.: 129 106 621 140 104 665 858 xxxx xxxxx 782 xxxx xxxxx Move Cap.: 107 95 621 113 94 665 858 xxxx xxxxx 782 xxxx xxxxx Volume/Cap: 0.47 0.06 0.08 0.36 0.06 0.06 0.03 xxxx xxxx 0.08 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 2.0 0.2 0.3 1.5 0.2 0.2 0.1 xxxx xxxxx 0.2 xxxx xxxxx Control Del: 65.1 45.0 11.3 53.9 45.8 10.8 9.3 xxxx xxxxx 10.0 xxxx xxxxx LOS by Move: F E B F E B 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:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 38.3 33.2 xxxxxx xxxxxx ApproachLOS: E D * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-70
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (AM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 23
41 1
Signal=Stop/Rights=Include 5 41 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
765
28
Lanes:
Final Vol:
1
16
0
2
Critical V/C:
0.494
2
0
Avg Crit Del (sec/veh):
4.7
0
1
Avg Delay (sec/veh):
4.7
1
LOS:
Lanes: Final Vol:
1 50
698
59
E
0
1 0 1 5 51 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 46 5 47 38 5 38 21 693 26 54 609 15 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 5 47 38 5 38 21 693 26 54 609 15 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 11 0 0 33 0 Initial Fut: 46 5 47 38 5 38 21 704 26 54 642 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 50 5 51 41 5 41 23 765 28 59 698 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 50 5 51 41 5 41 23 765 28 59 698 16 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.3 xxxx xxxxx 4.3 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1280 1642 383 1246 1654 349 714 xxxx xxxxx 793 xxxx xxxxx Potent Cap.: 123 99 615 130 97 647 831 xxxx xxxxx 773 xxxx xxxxx Move Cap.: 101 89 615 105 87 647 831 xxxx xxxxx 773 xxxx xxxxx Volume/Cap: 0.49 0.06 0.08 0.39 0.06 0.06 0.03 xxxx xxxx 0.08 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 2.2 0.2 0.3 1.6 0.2 0.2 0.1 xxxx xxxxx 0.2 xxxx xxxxx Control Del: 71.3 48.1 11.4 60.0 48.9 10.9 9.5 xxxx xxxxx 10.0 xxxx xxxxx LOS by Move: F E B F E B A * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 41.4 36.3 xxxxxx xxxxxx ApproachLOS: E E * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-71
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 72
26 1
Signal=Stop/Rights=Include 2 42 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
765
66
Lanes:
Final Vol:
1
43
0
2
Critical V/C:
0.375
2
0
Avg Crit Del (sec/veh):
3.9
0
1
Avg Delay (sec/veh):
3.9
1
LOS:
Lanes: Final Vol:
1 43
383
59
D
0
1 0 1 3 46 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 40 3 42 39 2 24 66 704 61 54 352 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 3 42 39 2 24 66 704 61 54 352 40 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 3 42 39 2 24 66 704 61 54 352 40 User Adj: 1.00 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: 43 3 46 42 2 26 72 765 66 59 383 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 43 3 46 42 2 26 72 765 66 59 383 43 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.3 xxxx xxxxx 4.3 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1218 1452 383 1028 1475 191 426 xxxx xxxxx 832 xxxx xxxxx Potent Cap.: 136 129 615 188 125 818 1075 xxxx xxxxx 747 xxxx xxxxx Move Cap.: 116 111 615 152 108 818 1075 xxxx xxxxx 747 xxxx xxxxx Volume/Cap: 0.37 0.03 0.07 0.28 0.02 0.03 0.07 xxxx xxxx 0.08 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.5 0.1 0.2 1.1 0.1 0.1 0.2 xxxx xxxxx 0.3 xxxx xxxxx Control Del: 53.5 38.3 11.3 37.5 39.1 9.5 8.6 xxxx xxxxx 10.2 xxxx xxxxx LOS by Move: F E B E E A A * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 32.1 27.2 xxxxxx xxxxxx ApproachLOS: D D * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-72
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (PM)
Intersection #2942: Enterprise Rd and Airline Hwy Final Vol: Lanes:
Final Vol: 72
26 1
Signal=Stop/Rights=Include 2 42 0 1 0 1
Signal=Uncontrol Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Uncontrol Rights=Include
1 0
807
66
Lanes:
Final Vol:
1
43
0
2
Critical V/C:
0.412
2
0
Avg Crit Del (sec/veh):
4.1
0
1
Avg Delay (sec/veh):
4.1
1
LOS:
Lanes: Final Vol:
1 43
407
59
E
0
1 0 1 3 46 Signal=Stop/Rights=Include
Street Name: Enterprise Rd Airline Hwy 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: 40 3 42 39 2 24 66 704 61 54 352 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 3 42 39 2 24 66 704 61 54 352 40 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 0 0 0 0 38 0 0 22 0 Initial Fut: 40 3 42 39 2 24 66 742 61 54 374 40 User Adj: 1.00 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: 43 3 46 42 2 26 72 807 66 59 407 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 43 3 46 42 2 26 72 807 66 59 407 43 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 7.5 6.5 6.9 7.5 6.5 6.9 4.3 xxxx xxxxx 4.3 xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 3.5 4.0 3.3 2.3 xxxx xxxxx 2.3 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 1272 1517 403 1072 1540 203 450 xxxx xxxxx 873 xxxx xxxxx Potent Cap.: 125 118 597 175 114 804 1052 xxxx xxxxx 720 xxxx xxxxx Move Cap.: 105 101 597 140 98 804 1052 xxxx xxxxx 720 xxxx xxxxx Volume/Cap: 0.41 0.03 0.08 0.30 0.02 0.03 0.07 xxxx xxxx 0.08 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 1.7 0.1 0.2 1.2 0.1 0.1 0.2 xxxx xxxxx 0.3 xxxx xxxxx Control Del: 61.3 41.8 11.5 41.5 42.6 9.6 8.7 xxxx xxxxx 10.4 xxxx xxxxx LOS by Move: F E B E E A A * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 36.0 29.8 xxxxxx xxxxxx ApproachLOS: E D * * Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-73
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 10***
27 0
Signal=Split/Rights=Include 13*** 39 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
n/a 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
1100
729
Lanes:
Final Vol:
0
30
1
2
Critical V/C:
0.727
1
0
Avg Crit Del (sec/veh):
34.8
0
1
Avg Delay (sec/veh):
28.4
1
LOS:
Lanes: Final Vol:
1 791
1162***
48
C
1
0 0 1 16*** 18 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 728 15 17 36 12 25 9 1012 671 44 1069 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 728 15 17 36 12 25 9 1012 671 44 1069 28 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 728 15 17 36 12 25 9 1012 671 44 1069 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 791 16 18 39 13 27 10 1100 729 48 1162 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 791 16 18 39 13 27 10 1100 729 48 1162 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: 791 16 18 39 13 27 10 1100 729 48 1162 30 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.91 0.91 0.91 0.83 0.83 0.75 0.83 0.83 0.83 Lanes: 1.96 0.04 1.00 0.50 0.16 0.34 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 3445 71 1568 855 285 594 1583 3166 1416 1583 3073 80 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.01 0.05 0.05 0.05 0.01 0.35 0.51 0.03 0.38 0.38 Crit Moves: **** **** **** **** Green Time: 41.1 41.1 46.6 8.2 8.2 8.2 1.1 63.2 104.3 5.5 67.6 67.6 Volume/Cap: 0.73 0.73 0.03 0.73 0.73 0.73 0.73 0.71 0.64 0.71 0.73 0.73 Delay/Veh: 41.9 41.9 27.1 81.4 81.4 81.4 173.3 27.9 6.5 91.9 25.7 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.9 41.9 27.1 81.4 81.4 81.4 173.3 27.9 6.5 91.9 25.7 25.7 LOS by Move: D D C F F F F C A F C C HCM2kAvgQ: 15 15 0 5 5 5 0 18 12 3 20 20 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-74
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 10***
27 0
Signal=Split/Rights=Include 13*** 39 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
n/a 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
1100
734
Lanes:
Final Vol:
0
30
1
2
Critical V/C:
0.731
1
0
Avg Crit Del (sec/veh):
35.0
0
1
Avg Delay (sec/veh):
28.6
1
LOS:
Lanes: Final Vol:
1 803***
1162***
48
C
1
0 0 1 16 18 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 728 15 17 36 12 25 9 1012 671 44 1069 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 728 15 17 36 12 25 9 1012 671 44 1069 28 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 11 0 0 0 0 0 0 0 4 0 0 0 Initial Fut: 739 15 17 36 12 25 9 1012 675 44 1069 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 803 16 18 39 13 27 10 1100 734 48 1162 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 803 16 18 39 13 27 10 1100 734 48 1162 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: 803 16 18 39 13 27 10 1100 734 48 1162 30 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.91 0.91 0.91 0.83 0.83 0.75 0.83 0.83 0.83 Lanes: 1.96 0.04 1.00 0.50 0.16 0.34 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 3446 70 1568 855 285 594 1583 3166 1416 1583 3073 80 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.01 0.05 0.05 0.05 0.01 0.35 0.52 0.03 0.38 0.38 Crit Moves: **** **** **** **** Green Time: 41.5 41.5 46.9 8.1 8.1 8.1 1.1 62.9 104.4 5.5 67.3 67.3 Volume/Cap: 0.73 0.73 0.03 0.73 0.73 0.73 0.73 0.72 0.65 0.72 0.73 0.73 Uniform Del: 39.3 39.3 26.8 59.9 59.9 59.9 64.3 26.5 5.2 61.5 24.3 24.3 IncremntDel: 2.5 2.5 0.0 22.1 22.1 22.1 110.9 1.7 1.3 31.2 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: 41.8 41.8 26.9 82.0 82.0 82.0 175.2 28.2 6.5 92.7 26.0 26.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.8 41.8 26.9 82.0 82.0 82.0 175.2 28.2 6.5 92.7 26.0 26.0 LOS by Move: D D C F F F F C A F C C HCM2kAvgQ: 16 16 0 5 5 5 0 18 12 3 20 20 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-76
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 29
18*** 0
Signal=Split/Rights=Include 72 137 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
n/a 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
1188
1002***
Lanes:
Final Vol:
0
39
1
2
Critical V/C:
0.941
1
0
Avg Crit Del (sec/veh):
52.4
0
1
Avg Delay (sec/veh):
43.7
1
LOS:
Lanes: Final Vol:
1 947***
1198
32***
D
1
0 0 1 10 71 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 871 9 65 126 66 17 27 1093 922 29 1102 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 871 9 65 126 66 17 27 1093 922 29 1102 36 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 871 9 65 126 66 17 27 1093 922 29 1102 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 947 10 71 137 72 18 29 1188 1002 32 1198 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 947 10 71 137 72 18 29 1188 1002 32 1198 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 947 10 71 137 72 18 29 1188 1002 32 1198 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.94 0.94 0.94 0.83 0.83 0.75 0.83 0.83 0.83 Lanes: 1.98 0.02 1.00 0.60 0.32 0.08 1.00 2.00 1.00 1.00 1.94 0.06 Final Sat.: 3480 36 1568 1078 565 145 1583 3166 1416 1583 3050 100 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.27 0.27 0.05 0.13 0.13 0.13 0.02 0.38 0.71 0.02 0.39 0.39 Crit Moves: **** **** **** **** Green Time: 37.6 37.6 40.3 17.5 17.5 17.5 2.8 60.1 97.7 2.7 60.1 60.1 Volume/Cap: 0.94 0.94 0.15 0.94 0.94 0.94 0.85 0.81 0.94 0.94 0.85 0.85 Delay/Veh: 61.2 61.2 32.5 97.7 97.7 97.7 157.2 33.6 29.2 194.6 35.9 35.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 61.2 32.5 97.7 97.7 97.7 157.2 33.6 29.2 194.6 35.9 35.9 LOS by Move: E E C F F F F C C F D D HCM2kAvgQ: 23 23 2 13 13 13 1 22 38 3 25 25 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-77
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #3072: Union Rd/Mitchell Rd and Hwy 156 Final Vol: Lanes:
Final Vol: 29
18*** 0
Signal=Split/Rights=Include 72 137 0 1! 0 0
Signal=Protect Lanes: Rights=Overlap
Vol Cnt Date: Cycle Time (sec):
n/a 130
Loss Time (sec):
12
Signal=Protect Rights=Include
1 0
1188
1016***
Lanes:
Final Vol:
0
39
1
2
Critical V/C:
0.952
1
0
Avg Crit Del (sec/veh):
54.5
0
1
Avg Delay (sec/veh):
44.5
1
LOS:
Lanes: Final Vol:
1 954
1198
32***
D
1
0 0 1 10*** 71 Signal=Split/Rights=Overlap
Street Name: Union Rd/Mitchell Rd Hwy 156 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 Y+R: 4.0 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: 871 9 65 126 66 17 27 1093 922 29 1102 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 871 9 65 126 66 17 27 1093 922 29 1102 36 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 7 0 0 0 0 0 0 0 13 0 0 0 Initial Fut: 878 9 65 126 66 17 27 1093 935 29 1102 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 954 10 71 137 72 18 29 1188 1016 32 1198 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 954 10 71 137 72 18 29 1188 1016 32 1198 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 954 10 71 137 72 18 29 1188 1016 32 1198 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.83 0.94 0.94 0.94 0.83 0.83 0.75 0.83 0.83 0.83 Lanes: 1.98 0.02 1.00 0.60 0.32 0.08 1.00 2.00 1.00 1.00 1.94 0.06 Final Sat.: 3481 36 1568 1078 565 145 1583 3166 1416 1583 3050 100 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.27 0.27 0.05 0.13 0.13 0.13 0.02 0.38 0.72 0.02 0.39 0.39 Crit Moves: **** **** **** **** Green Time: 37.4 37.4 40.1 17.3 17.3 17.3 2.9 60.5 97.9 2.7 60.4 60.4 Volume/Cap: 0.95 0.95 0.15 0.95 0.95 0.95 0.85 0.81 0.95 0.95 0.85 0.85 Uniform Del: 45.4 45.4 32.5 55.9 55.9 55.9 63.4 29.7 14.0 63.6 30.7 30.7 IncremntDel: 17.9 17.9 0.1 45.0 45.0 45.0 91.9 3.4 17.3 136.4 4.7 4.7 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: 63.3 63.3 32.7 100.9 101 100.9 155.3 33.1 31.3 200.0 35.4 35.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.3 63.3 32.7 100.9 101 100.9 155.3 33.1 31.3 200.0 35.4 35.4 LOS by Move: E E C F F F F C C F D D HCM2kAvgQ: 23 23 2 13 13 13 1 22 40 3 25 25 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-79
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 239
128 1
Signal=Stop/Rights=Include 68 153*** 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
370***
238
Lanes:
Final Vol:
1
211
0
1
Critical V/C:
1.151
1
0
Avg Crit Del (sec/veh):
56.5
0
1
Avg Delay (sec/veh):
56.5
1
LOS:
Lanes: Final Vol:
1 233***
376***
8
F
0
0 1 0 232 5 Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 214 213 5 141 63 118 220 340 219 7 346 194 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: 214 213 5 141 63 118 220 340 219 7 346 194 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 214 213 5 141 63 118 220 340 219 7 346 194 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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: 233 232 5 153 68 128 239 370 238 8 376 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 232 5 153 68 128 239 370 238 8 376 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 232 5 153 68 128 239 370 238 8 376 211 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.98 0.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 345 355 8 292 302 322 331 350 371 302 327 343 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.67 0.65 0.65 0.52 0.23 0.40 0.72 1.06 0.64 0.03 1.15 0.61 Crit Moves: **** **** **** **** Delay/Veh: 31.4 28.7 28.7 26.9 17.5 20.3 36.4 96.1 27.4 14.5 131 27.6 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: 31.4 28.7 28.7 26.9 17.5 20.3 36.4 96.1 27.4 14.5 131 27.6 LOS by Move: D D D D C C E F D B F D ApproachDel: 30.1 22.6 59.9 92.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 30.1 22.6 59.9 92.6 LOS by Appr: D C F F AllWayAvgQ: 1.8 1.6 1.6 1.0 0.3 0.6 2.1 8.1 1.6 0.0 10.6 1.4 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-80
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cumul wProj (AM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 251
164 1
Signal=Stop/Rights=Include 70 160*** 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
370***
238
Lanes:
Final Vol:
1
213
0
1
Critical V/C:
1.180
1
0
Avg Crit Del (sec/veh):
60.6
0
1
Avg Delay (sec/veh):
60.6
1
LOS:
Lanes: Final Vol:
1 233***
376***
8
F
0
0 1 0 232 5 Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 214 213 5 141 63 118 220 340 219 7 346 194 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: 214 213 5 141 63 118 220 340 219 7 346 194 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 6 1 33 11 0 0 0 0 2 Initial Fut: 214 213 5 147 64 151 231 340 219 7 346 196 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 233 232 5 160 70 164 251 370 238 8 376 213 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 232 5 160 70 164 251 370 238 8 376 213 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 232 5 160 70 164 251 370 238 8 376 213 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.98 0.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 339 348 8 290 299 320 325 342 362 296 319 334 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.69 0.67 0.67 0.55 0.23 0.51 0.77 1.08 0.66 0.03 1.18 0.64 Crit Moves: **** **** **** **** Delay/Veh: 32.9 30.0 30.0 28.4 17.8 24.2 42.3 104 28.9 14.8 142 29.5 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: 32.9 30.0 30.0 28.4 17.8 24.2 42.3 104 28.9 14.8 142 29.5 LOS by Move: D D D D C C E F D B F D ApproachDel: 31.5 24.8 65.3 100.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 31.5 24.8 65.3 100.2 LOS by Appr: D C F F AllWayAvgQ: 1.8 1.7 1.7 1.1 0.3 0.9 2.6 8.7 1.6 0.0 11.3 1.5 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-81
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 174
138 1
Signal=Stop/Rights=Include 86 184*** 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
493***
295
Lanes:
Final Vol:
1
229
0
1
Critical V/C:
1.473
1
0
Avg Crit Del (sec/veh):
118.1
0
1
Avg Delay (sec/veh):
118.1
1
LOS:
Lanes: Final Vol:
1 305***
478***
8
F
0
0 1 0 96 9 Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 281 88 8 169 79 127 160 454 271 7 440 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 281 88 8 169 79 127 160 454 271 7 440 211 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 281 88 8 169 79 127 160 454 271 7 440 211 User Adj: 1.00 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: 305 96 9 184 86 138 174 493 295 8 478 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 305 96 9 184 86 138 174 493 295 8 478 229 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 305 96 9 184 86 138 174 493 295 8 478 229 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.92 0.08 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 341 325 30 296 305 326 323 344 366 301 325 342 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.90 0.29 0.29 0.62 0.28 0.42 0.54 1.43 0.81 0.03 1.47 0.67 Crit Moves: **** **** **** **** Delay/Veh: 58.3 16.6 16.6 31.9 18.5 20.9 25.4 239 41.8 14.6 257 31.2 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: 58.3 16.6 16.6 31.9 18.5 20.9 25.4 239 41.8 14.6 257 31.2 LOS by Move: F C C D C C D F E B F D ApproachDel: 47.7 25.4 139.9 181.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 47.7 25.4 139.9 181.9 LOS by Appr: E D F F AllWayAvgQ: 4.3 0.4 0.4 1.4 0.4 0.7 1.1 21.6 3.0 0.0 21.9 1.7 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-82
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Cumul wProj (PM)
Intersection #3337: Fairview Rd/Ridgemark Dr and Airline Hwy Final Vol: Lanes:
Final Vol: 215
162 1
Signal=Stop/Rights=Include 87 188*** 0 1 0 1
Signal=Stop Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
493***
295
Lanes:
Final Vol:
1
237
0
1
Critical V/C:
1.517
1
0
Avg Crit Del (sec/veh):
123.9
0
1
Avg Delay (sec/veh):
123.9
1
LOS:
Lanes: Final Vol:
1 305***
478***
8
F
0
0 1 0 97 9 Signal=Stop/Rights=Include
Street Name: Fairview Rd/Ridgemark Dr Airline Hwy 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: 281 88 8 169 79 127 160 454 271 7 440 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 281 88 8 169 79 127 160 454 271 7 440 211 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 1 0 4 1 22 38 0 0 0 0 7 Initial Fut: 281 89 8 173 80 149 198 454 271 7 440 218 User Adj: 1.00 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: 305 97 9 188 87 162 215 493 295 8 478 237 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 305 97 9 188 87 162 215 493 295 8 478 237 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 305 97 9 188 87 162 215 493 295 8 478 237 ------------|---------------||---------------||---------------||---------------| 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: 1.00 0.92 0.08 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 334 318 29 290 299 319 318 337 358 293 315 331 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.91 0.30 0.30 0.65 0.29 0.51 0.68 1.46 0.82 0.03 1.52 0.72 Crit Moves: **** **** **** **** Delay/Veh: 63.0 17.2 17.2 34.4 19.1 24.2 33.8 252 44.8 14.9 277 35.5 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: 63.0 17.2 17.2 34.4 19.1 24.2 33.8 252 44.8 14.9 277 35.5 LOS by Move: F C C D C C D F E B F E ApproachDel: 51.3 27.6 144.4 194.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 51.3 27.6 144.4 194.8 LOS by Appr: F D F F AllWayAvgQ: 4.6 0.4 0.4 1.6 0.4 0.9 1.8 22.3 3.2 0.0 23.0 2.0 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-83
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 193
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 191 599 371*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
259
258***
Lanes:
Final Vol:
0
370
1
1
Critical V/C:
0.918
1
1
Avg Crit Del (sec/veh):
53.2
0
0
Avg Delay (sec/veh):
45.9
1
LOS:
Lanes: Final Vol:
413***
61
D
1 0 2 0 1 228 566*** 46 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 210 521 42 341 551 176 178 238 237 56 380 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 521 42 341 551 176 178 238 237 56 380 340 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 210 521 42 341 551 176 178 238 237 56 380 340 User Adj: 1.00 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: 228 566 46 371 599 191 193 259 258 61 413 370 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 566 46 371 599 191 193 259 258 61 413 370 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 566 46 371 599 191 193 259 258 61 413 370 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.92 0.85 0.85 0.93 0.86 0.86 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.06 0.94 Final Sat.: 1641 3281 1468 1641 3281 1468 1753 1625 1618 1769 1735 1552 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.17 0.03 0.23 0.18 0.13 0.11 0.16 0.16 0.03 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 16.9 16.9 40.3 22.1 22.2 37.8 15.6 15.6 15.6 23.3 23.3 23.3 Volume/Cap: 0.74 0.92 0.07 0.92 0.74 0.31 0.64 0.92 0.92 0.13 0.92 0.92 Delay/Veh: 43.8 54.7 14.2 58.7 35.0 17.7 39.0 56.8 56.8 25.7 47.1 47.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.8 54.7 14.2 58.7 35.0 17.7 39.0 56.8 56.8 25.7 47.1 47.1 LOS by Move: D D B E C B D E E C D D HCM2kAvgQ: 6 10 1 14 10 4 6 11 11 1 15 15 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-84
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 193
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 191 608 371*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
261***
261
Lanes:
Final Vol:
0
370
1
1
Critical V/C:
0.931
1
1
Avg Crit Del (sec/veh):
55.4
0
0
Avg Delay (sec/veh):
47.5
1
LOS:
Lanes: Final Vol:
421***
61
D
1 0 2 0 1 239 591*** 46 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 210 521 42 341 551 176 178 238 237 56 380 340 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 210 521 42 341 551 176 178 238 237 56 380 340 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 10 23 0 0 8 0 0 2 3 0 7 0 Initial Fut: 220 544 42 341 559 176 178 240 240 56 387 340 User Adj: 1.00 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: 239 591 46 371 608 191 193 261 261 61 421 370 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 591 46 371 608 191 193 261 261 61 421 370 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 239 591 46 371 608 191 193 261 261 61 421 370 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.92 0.85 0.85 0.93 0.87 0.87 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.06 0.94 Final Sat.: 1641 3281 1468 1641 3281 1468 1753 1621 1621 1769 1751 1539 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.18 0.03 0.23 0.19 0.13 0.11 0.16 0.16 0.03 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 17.3 17.4 40.6 21.8 22.0 37.5 15.5 15.5 15.5 23.2 23.2 23.2 Volume/Cap: 0.76 0.93 0.07 0.93 0.76 0.31 0.64 0.93 0.93 0.13 0.93 0.93 Uniform Del: 34.4 35.7 14.0 33.4 31.6 17.6 34.6 36.7 36.7 25.7 32.6 32.6 IncremntDel: 10.2 20.6 0.0 28.4 4.2 0.3 4.5 22.5 22.5 0.1 16.7 16.7 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: 44.6 56.3 14.0 61.8 35.8 17.9 39.1 59.2 59.2 25.8 49.3 49.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.6 56.3 14.0 61.8 35.8 17.9 39.1 59.2 59.2 25.8 49.3 49.3 LOS by Move: D E B E D B D E E C D D HCM2kAvgQ: 7 10 1 14 10 4 6 11 11 1 16 16 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-86
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 224
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 168 797 493*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
395
278***
Lanes:
Final Vol:
0
485***
1
1
Critical V/C:
1.190
1
1
Avg Crit Del (sec/veh):
136.8
0
0
Avg Delay (sec/veh):
95.4
1
LOS:
Lanes: Final Vol:
400
79
F
1 0 2 0 1 251 746*** 79 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 231 686 73 454 733 155 206 363 256 73 368 446 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 231 686 73 454 733 155 206 363 256 73 368 446 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 231 686 73 454 733 155 206 363 256 73 368 446 User Adj: 1.00 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: 251 746 79 493 797 168 224 395 278 79 400 485 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 746 79 493 797 168 224 395 278 79 400 485 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 251 746 79 493 797 168 224 395 278 79 400 485 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.92 0.87 0.87 0.93 0.85 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.17 0.83 1.00 1.00 1.00 Final Sat.: 1641 3281 1468 1641 3281 1468 1753 1928 1360 1769 1624 1624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.23 0.05 0.30 0.24 0.11 0.13 0.20 0.20 0.04 0.25 0.30 Crit Moves: **** **** **** **** Green Time: 15.4 17.2 39.8 22.8 24.5 40.0 15.5 15.5 15.5 22.6 22.6 22.6 Volume/Cap: 0.89 1.19 0.12 1.19 0.89 0.26 0.74 1.19 1.19 0.18 0.98 1.19 Delay/Veh: 64.3 137 14.9 140.7 42.7 15.9 44.9 139 139.4 26.6 58.9 132.3 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: 64.3 137 14.9 140.7 42.7 15.9 44.9 139 139.4 26.6 58.9 132.3 LOS by Move: E F B F D B D F F C E F HCM2kAvgQ: 8 19 1 27 15 3 8 20 20 2 17 27 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-87
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #3430: Airline Hwy and Union Rd Final Vol: Lanes:
Final Vol: 224
Signal=Split Lanes: Rights=Include
Signal=Protect/Rights=Overlap 168 825 493*** 1 0 2 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 90
Loss Time (sec):
12
Signal=Split Rights=Include
1 0
403
291***
Lanes:
Final Vol:
0
485***
1
1
Critical V/C:
1.203
1
1
Avg Crit Del (sec/veh):
142.2
0
0
Avg Delay (sec/veh):
99.9
1
LOS:
Lanes: Final Vol:
405
79
F
1 0 2 0 1 259 762*** 79 Signal=Protect/Rights=Overlap
Street Name: Airline Hwy Union 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 Y+R: 4.0 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: 231 686 73 454 733 155 206 363 256 73 368 446 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 231 686 73 454 733 155 206 363 256 73 368 446 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 7 15 0 0 26 0 0 8 12 0 5 0 Initial Fut: 238 701 73 454 759 155 206 371 268 73 373 446 User Adj: 1.00 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: 259 762 79 493 825 168 224 403 291 79 405 485 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 259 762 79 493 825 168 224 403 291 79 405 485 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 259 762 79 493 825 168 224 403 291 79 405 485 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.77 0.86 0.86 0.77 0.92 0.86 0.86 0.93 0.85 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.16 0.84 1.00 1.00 1.00 Final Sat.: 1641 3281 1468 1641 3281 1468 1753 1907 1378 1769 1624 1624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.23 0.05 0.30 0.25 0.11 0.13 0.21 0.21 0.04 0.25 0.30 Crit Moves: **** **** **** **** Green Time: 15.4 17.4 39.7 22.5 24.5 40.3 15.8 15.8 15.8 22.3 22.3 22.3 Volume/Cap: 0.92 1.20 0.12 1.20 0.92 0.26 0.73 1.20 1.20 0.18 1.01 1.20 Uniform Del: 36.7 36.3 14.9 33.8 31.8 15.5 35.1 37.1 37.1 26.6 33.8 33.8 IncremntDel: 34.2 106 0.1 112.6 14.9 0.2 8.4 107 107.3 0.2 31.8 104.2 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 71.0 142 14.9 146.4 46.8 15.7 43.5 144 144.4 26.8 65.7 138.0 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: 71.0 142 14.9 146.4 46.8 15.7 43.5 144 144.4 26.8 65.7 138.0 LOS by Move: E F B F D B D F F C E F HCM2kAvgQ: 9 20 1 27 16 3 7 21 21 2 18 28 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-89
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 38
57 0
Signal=Permit/Rights=Include 46 40 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
404***
101
Lanes:
Final Vol:
0
57
1
1
Critical V/C:
0.693
1
1
Avg Crit Del (sec/veh):
22.4
0
0
Avg Delay (sec/veh):
19.4
1
LOS:
Lanes: Final Vol:
0 122
553
240***
B
0
1! 0 0 85*** 249 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 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: 112 78 229 37 42 52 35 372 93 221 509 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 78 229 37 42 52 35 372 93 221 509 52 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 112 78 229 37 42 52 35 372 93 221 509 52 User Adj: 1.00 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: 122 85 249 40 46 57 38 404 101 240 553 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 85 249 40 46 57 38 404 101 240 553 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 122 85 249 40 46 57 38 404 101 240 553 57 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 0.79 0.79 0.78 0.78 0.78 0.92 0.89 0.89 0.92 0.91 0.91 Lanes: 0.27 0.18 0.55 0.28 0.32 0.40 1.00 1.60 0.40 1.00 1.81 0.19 Final Sat.: 401 280 821 419 476 589 1753 2720 680 1753 3136 320 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.30 0.30 0.10 0.10 0.10 0.02 0.15 0.15 0.14 0.18 0.18 Crit Moves: **** **** **** Green Time: 26.3 26.3 26.3 26.3 26.3 26.3 2.7 12.9 12.9 11.9 22.0 22.0 Volume/Cap: 0.69 0.69 0.69 0.22 0.22 0.22 0.48 0.69 0.69 0.69 0.48 0.48 Delay/Veh: 16.8 16.8 16.8 10.7 10.7 10.7 32.5 24.6 24.6 28.3 14.9 14.9 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: 16.8 16.8 16.8 10.7 10.7 10.7 32.5 24.6 24.6 28.3 14.9 14.9 LOS by Move: B B B B B B C C C C B B HCM2kAvgQ: 8 8 8 2 2 2 1 5 5 6 5 5 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-90
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (AM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 38
57 0
Signal=Permit/Rights=Include 46 41 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
409***
101
Lanes:
Final Vol:
0
61
1
1
Critical V/C:
0.695
1
1
Avg Crit Del (sec/veh):
22.5
0
0
Avg Delay (sec/veh):
19.5
1
LOS:
Lanes: Final Vol:
0 122
565
240***
B
0
1! 0 0 85*** 249 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 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: 112 78 229 37 42 52 35 372 93 221 509 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 78 229 37 42 52 35 372 93 221 509 52 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 1 0 0 0 4 0 0 11 4 Initial Fut: 112 78 229 38 42 52 35 376 93 221 520 56 User Adj: 1.00 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: 122 85 249 41 46 57 38 409 101 240 565 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 85 249 41 46 57 38 409 101 240 565 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 122 85 249 41 46 57 38 409 101 240 565 61 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 0.79 0.79 0.78 0.78 0.78 0.92 0.89 0.89 0.92 0.91 0.91 Lanes: 0.27 0.18 0.55 0.29 0.32 0.39 1.00 1.60 0.40 1.00 1.81 0.19 Final Sat.: 401 279 820 425 470 582 1753 2726 674 1753 3117 336 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.30 0.30 0.10 0.10 0.10 0.02 0.15 0.15 0.14 0.18 0.18 Crit Moves: **** **** **** Green Time: 26.2 26.2 26.2 26.2 26.2 26.2 2.6 12.9 12.9 11.8 22.1 22.1 Volume/Cap: 0.69 0.69 0.69 0.22 0.22 0.22 0.49 0.69 0.69 0.69 0.49 0.49 Uniform Del: 13.7 13.7 13.7 10.5 10.5 10.5 28.0 21.7 21.7 22.4 14.6 14.6 IncremntDel: 3.2 3.2 3.2 0.2 0.2 0.2 4.8 2.9 2.9 6.0 0.3 0.3 InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 16.9 16.9 16.9 10.7 10.7 10.7 32.9 24.6 24.6 28.4 14.9 14.9 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: 16.9 16.9 16.9 10.7 10.7 10.7 32.9 24.6 24.6 28.4 14.9 14.9 LOS by Move: B B B B B B C C C C B B HCM2kAvgQ: 8 8 8 2 2 2 1 5 5 6 5 5 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-92
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 60***
37 0
Signal=Permit/Rights=Include 104 55 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
610
138
Lanes:
Final Vol:
0
282
1
1
Critical V/C:
0.731
1
1
Avg Crit Del (sec/veh):
20.6
0
0
Avg Delay (sec/veh):
20.1
1
LOS:
Lanes: Final Vol:
0 138
489***
57
C
0
1! 0 0 57*** 323 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 127 52 297 51 96 34 55 561 127 52 450 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 52 297 51 96 34 55 561 127 52 450 259 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 127 52 297 51 96 34 55 561 127 52 450 259 User Adj: 1.00 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: 138 57 323 55 104 37 60 610 138 57 489 282 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 57 323 55 104 37 60 610 138 57 489 282 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 138 57 323 55 104 37 60 610 138 57 489 282 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.77 0.77 0.78 0.78 0.78 0.92 0.90 0.90 0.92 0.87 0.87 Lanes: 0.27 0.11 0.62 0.28 0.53 0.19 1.00 1.63 0.37 1.00 1.27 0.73 Final Sat.: 389 159 910 418 787 279 1753 2778 629 1753 2102 1210 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.35 0.35 0.35 0.13 0.13 0.13 0.03 0.22 0.22 0.03 0.23 0.23 Crit Moves: **** **** **** Green Time: 29.1 29.1 29.1 29.1 29.1 29.1 2.8 19.1 19.1 2.8 19.1 19.1 Volume/Cap: 0.73 0.73 0.73 0.27 0.27 0.27 0.73 0.69 0.69 0.69 0.73 0.73 Delay/Veh: 16.2 16.2 16.2 9.4 9.4 9.4 56.6 19.8 19.8 50.3 20.8 20.8 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: 16.2 16.2 16.2 9.4 9.4 9.4 56.6 19.8 19.8 50.3 20.8 20.8 LOS by Move: B B B A A A E B B D C C HCM2kAvgQ: 9 9 9 2 2 2 1 7 7 2 8 8 Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-93
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumul wProj (PM)
Intersection #4031: Southside Rd and Union Rd Final Vol: Lanes:
Final Vol: 60***
37 0
Signal=Permit/Rights=Include 104 60 0 1! 0 0
Signal=Protect Lanes: Rights=Include
Vol Cnt Date: Cycle Time (sec):
n/a 60
Loss Time (sec):
9
Signal=Protect Rights=Include
1 0
624
138
Lanes:
Final Vol:
0
284
1
1
Critical V/C:
0.736
1
1
Avg Crit Del (sec/veh):
20.8
0
0
Avg Delay (sec/veh):
20.3
1
LOS:
Lanes: Final Vol:
0 138
497***
57
C
0
1! 0 0 57*** 323 Signal=Permit/Rights=Include
Street Name: Southside Rd Union 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 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 127 52 297 51 96 34 55 561 127 52 450 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 52 297 51 96 34 55 561 127 52 450 259 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 0 4 0 0 0 13 0 0 7 2 Initial Fut: 127 52 297 55 96 34 55 574 127 52 457 261 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 138 57 323 60 104 37 60 624 138 57 497 284 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 57 323 60 104 37 60 624 138 57 497 284 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 138 57 323 60 104 37 60 624 138 57 497 284 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.77 0.77 0.77 0.77 0.77 0.92 0.90 0.90 0.92 0.87 0.87 Lanes: 0.27 0.11 0.62 0.30 0.52 0.18 1.00 1.64 0.36 1.00 1.27 0.73 Final Sat.: 388 159 908 438 764 271 1753 2793 618 1753 2108 1204 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.36 0.36 0.36 0.14 0.14 0.14 0.03 0.22 0.22 0.03 0.24 0.24 Crit Moves: **** **** **** Green Time: 29.0 29.0 29.0 29.0 29.0 29.0 2.8 19.2 19.2 2.8 19.2 19.2 Volume/Cap: 0.74 0.74 0.74 0.28 0.28 0.28 0.74 0.70 0.70 0.70 0.74 0.74 Uniform Del: 12.4 12.4 12.4 9.3 9.3 9.3 28.2 17.8 17.8 28.2 18.1 18.1 IncremntDel: 4.1 4.1 4.1 0.2 0.2 0.2 29.2 2.0 2.0 23.4 2.7 2.7 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: 16.5 16.5 16.5 9.5 9.5 9.5 57.4 19.8 19.8 51.6 20.9 20.9 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: 16.5 16.5 16.5 9.5 9.5 9.5 57.4 19.8 19.8 51.6 20.9 20.9 LOS by Move: B B B A A A E B B D C C HCM2kAvgQ: 9 9 9 2 2 2 1 7 7 2 9 9 Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-95
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (AM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 18
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 7 391 188 0 1 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
30
Lanes:
Final Vol:
0
48
1
0
Critical V/C:
0.338
0
1
Avg Crit Del (sec/veh):
4.0
0
0
Avg Delay (sec/veh):
4.0
1
LOS:
Lanes: Final Vol:
0
47
D
1 0 1 1 0 13 387 203 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 12 356 187 173 360 6 17 0 28 43 0 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 356 187 173 360 6 17 0 28 43 0 44 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 356 187 173 360 6 17 0 28 43 0 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 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: 13 387 203 188 391 7 18 0 30 47 0 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 13 387 203 188 391 7 18 0 30 47 0 48 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx 4.2 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 398 xxxx xxxxx 590 xxxx xxxxx 990 1387 199 1086 1289 295 Potent Cap.: 1143 xxxx xxxxx 968 xxxx xxxxx 201 142 809 171 163 701 Move Cap.: 1143 xxxx xxxxx 968 xxxx xxxxx 158 113 809 138 129 701 Volume/Cap: 0.01 xxxx xxxx 0.19 xxxx xxxx 0.12 0.00 0.04 0.34 0.00 0.07 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.7 xxxx xxxxx 0.4 xxxx xxxxx 1.4 xxxx xxxxx Control Del: 8.2 xxxx xxxxx 9.6 xxxx xxxxx 30.8 xxxx xxxxx 43.7 xxxx xxxxx LOS by Move: A * * A * * D * * E * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 809 xxxx xxxx 701 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.1 xxxxx xxxx 0.2 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 9.6 xxxxx xxxx 10.5 Shared LOS: * * * * * * * * A * * B ApproachDel: xxxxxx xxxxxx 17.6 26.9 ApproachLOS: * * C D Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-96
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (AM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 18
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 7 391 217 0 1 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
30
Lanes:
Final Vol:
0
137
1
0
Critical V/C:
0.760
0
1
Avg Crit Del (sec/veh):
9.0
0
0
Avg Delay (sec/veh):
9.0
1
LOS:
Lanes: Final Vol:
0
91
E
1 0 1 1 0 13 387 217 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 12 356 187 173 360 6 17 0 28 43 0 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 356 187 173 360 6 17 0 28 43 0 44 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 13 27 0 0 0 0 0 41 0 82 Initial Fut: 12 356 200 200 360 6 17 0 28 84 0 126 User Adj: 1.00 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: 13 387 217 217 391 7 18 0 30 91 0 137 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 13 387 217 217 391 7 18 0 30 91 0 137 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx 4.2 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 398 xxxx xxxxx 604 xxxx xxxxx 1049 1460 199 1152 1354 302 Potent Cap.: 1143 xxxx xxxxx 956 xxxx xxxxx 182 128 809 153 148 694 Move Cap.: 1143 xxxx xxxxx 956 xxxx xxxxx 119 98 809 120 113 694 Volume/Cap: 0.01 xxxx xxxx 0.23 xxxx xxxx 0.15 0.00 0.04 0.76 0.00 0.20 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.0 xxxx xxxxx 0.9 xxxx xxxxx 0.5 xxxx xxxxx 4.3 xxxx xxxxx Control Del: 8.2 xxxx xxxxx 9.9 xxxx xxxxx 40.6 xxxx xxxxx 95.7 xxxx xxxxx LOS by Move: A * * A * * E * * F * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 809 xxxx xxxx 694 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.1 xxxxx xxxx 0.7 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 9.6 xxxxx xxxx 11.5 Shared LOS: * * * * * * * * A * * B ApproachDel: xxxxxx xxxxxx 21.3 45.2 ApproachLOS: * * C E Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-97
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cuml w/o Proj (PM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 14
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 15 463 167 0 1 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
24
Lanes:
Final Vol:
0
105
1
0
Critical V/C:
1.032
0
1
Avg Crit Del (sec/veh):
14.3
0
0
Avg Delay (sec/veh):
14.3
1
LOS:
Lanes: Final Vol:
0
113
F
1 0 1 1 0 33 504 176 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 30 464 162 154 426 14 13 0 22 104 0 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 464 162 154 426 14 13 0 22 104 0 97 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 30 464 162 154 426 14 13 0 22 104 0 97 User Adj: 1.00 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: 33 504 176 167 463 15 14 0 24 113 0 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 33 504 176 167 463 15 14 0 24 113 0 105 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx 4.2 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 478 xxxx xxxxx 680 xxxx xxxxx 1123 1551 239 1224 1471 340 Potent Cap.: 1066 xxxx xxxxx 895 xxxx xxxxx 160 113 762 135 126 656 Move Cap.: 1066 xxxx xxxxx 895 xxxx xxxxx 113 89 762 110 99 656 Volume/Cap: 0.03 xxxx xxxx 0.19 xxxx xxxx 0.13 0.00 0.03 1.03 0.00 0.16 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx 0.7 xxxx xxxxx 0.4 xxxx xxxxx 6.7 xxxx xxxxx Control Del: 8.5 xxxx xxxxx 9.9 xxxx xxxxx 41.5 xxxx xxxxx 168.9 xxxx xxxxx LOS by Move: A * * A * * E * * F * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 762 xxxx xxxx 656 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.1 xxxxx xxxx 0.6 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 9.9 xxxxx xxxx 11.5 Shared LOS: * * * * * * * * A * * B ApproachDel: xxxxxx xxxxxx 21.6 92.9 ApproachLOS: * * C F Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
COMPARE
Wed Apr 11 22:26:34 2012
Page 3-98
Fairview Corners Residential Hollister, CA w/ HV Adj. (daily values) & PHF Adj. (0.92 HCM default) Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Cumul wProj (PM)
Intersection #4370: Fairview Rd and Cielo Vista Dr/ Proj Entrance (Signalized) Final Vol: Lanes:
Final Vol: 14
Signal=Stop Lanes: Rights=Include
Signal=Uncontrol/Rights=Include 15 463 268 0 1 1 0 1
Vol Cnt Date: Cycle Time (sec):
n/a 100
Loss Time (sec):
0
Signal=Stop Rights=Include
1 0
0
24
Lanes:
Final Vol:
0
164
1
0
Critical V/C:
2.166
0
1
Avg Crit Del (sec/veh):
55.2
0
0
Avg Delay (sec/veh):
55.2
1
LOS:
Lanes: Final Vol:
0
142
F
1 0 1 1 0 33 504 226 Signal=Uncontrol/Rights=Include
Street Name: Fairview Rd Cielo Vista Dr/Proj Entrance (Sig 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: 30 464 162 154 426 14 13 0 22 104 0 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 464 162 154 426 14 13 0 22 104 0 97 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Prject Trip: 0 0 46 93 0 0 0 0 0 27 0 54 Initial Fut: 30 464 208 247 426 14 13 0 22 131 0 151 User Adj: 1.00 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: 33 504 226 268 463 15 14 0 24 142 0 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 33 504 226 268 463 15 14 0 24 142 0 164 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.2 xxxx xxxxx 4.2 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 478 xxxx xxxxx 730 xxxx xxxxx 1325 1803 239 1451 1698 365 Potent Cap.: 1066 xxxx xxxxx 856 xxxx xxxxx 114 79 762 92 91 632 Move Cap.: 1066 xxxx xxxxx 856 xxxx xxxxx 62 52 762 66 61 632 Volume/Cap: 0.03 xxxx xxxx 0.31 xxxx xxxx 0.23 0.00 0.03 2.17 0.00 0.26 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: 0.1 xxxx xxxxx 1.3 xxxx xxxxx 0.8 xxxx xxxxx 13.5 xxxx xxxxx Control Del: 8.5 xxxx xxxxx 11.1 xxxx xxxxx 78.9 xxxx xxxxx 671.8 xxxx xxxxx LOS by Move: A * * B * * F * * F * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 762 xxxx xxxx 632 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.1 xxxxx xxxx 1.0 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 9.9 xxxxx xxxx 12.7 Shared LOS: * * * * * * * * A * * B ApproachDel: xxxxxx xxxxxx 35.5 318.9 ApproachLOS: * * E F Note: Queue reported is the number of cars per lane.
Traffix 8.0.0715
Copyright (c) 2008 Dowling Associates, Inc.
Licensed to Hexagon Trans., Gilroy
Mitigated Level of Service CalculationƐ
Existing + Project Conditions
Cumulative w/Project Conditions
