Draft Supplemental Transportation Analysis Santa Clara - Alum Rock Transit Corridor APPENDIX A TRAFFIX Level of Service Calculation Sheets 202 BRT 2030 BRT 2030 BRT Mitigation
COMPARE Wed May 8 2:02: 20 Page 3- Intersection #478: SANTA_CLARA/28TH Final Vol: 32 39 0 Lanes: 0 0 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 202 BRT AM COMPARE Wed May 8 2:02: 20 Page 3-2 Intersection #478: SANTA_CLARA/28TH Final Vol: 6 82 37 Lanes: 0 0 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 202 BRT PM Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 79*** 0 43 Loss Time (sec): 9 0 656 Critical V/C: 0.643 38*** Avg Crit Del (sec/veh): 2.0 0 9 0 Avg Delay (sec/veh): 20.7 68 LOS: C+ Final Vol: Lanes: Rights=Include Vol Cnt Date: 0/3/2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 8 0 37 Loss Time (sec): 9 0 046*** Critical V/C: 0.633 85 Avg Crit Del (sec/veh): 24.7 0 46 0 Avg Delay (sec/veh): 23.2 94*** LOS: C Lanes: 0 0! 0 0 Final Vol: 2 22*** 78 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: 2 22 78 0 39 32 79 656 9 68 38 43 Growth Adj:.00.00.00.00.00.00.00.00.00.00.00.00 Initial Bse: 2 22 78 0 39 32 79 656 9 68 38 43 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 22 78 0 39 32 79 656 9 68 38 43 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 2 22 78 0 39 32 79 656 9 68 38 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 22 78 0 39 32 79 656 9 68 38 43 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 2 22 78 0 39 32 79 656 9 68 38 43 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92.00 0.92 0.92 0.97 0.95 0.92 0.98 0.95 Lanes: 0.07 0.38 0.55.00.00.00.00.97 0.03.00.77 0.23 Final Sat.: 4 665 970 750 900 750 750 3650 50 750 3287 43 Capacity Analysis Module: Vol/Sat: 0.8 0.8 0.8 0.06 0.02 0.02 0.05 0.8 0.8 0.04 0.35 0.35 Crit Moves: **** **** **** Green Time: 23.9 23.9 23.9 23.9 23.9 23.9 7.0 35.7 35.7 6.4 45. 45. Volume/Cap: 0.65 0.65 0.65 0.2 0.07 0.07 0.55 0.43 0.43 0.20 0.65 0.65 Delay/Veh: 33.5 33.5 33.5 24.3 22.7 22.6 5.6 8.3 8.3 30.2 6.0 6.0 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 33.5 33.5 33.5 24.3 22.7 22.6 5.6 8.3 8.3 30.2 6.0 6.0 LOS by Move: C- C- C- C C+ C+ D- B- B- C B B HCM2kAvgQ: 225 225 225 56 9 7 76 6 6 43 324 324 Note: Queue reported is the distance per lane in feet. Lanes: 0 0! 0 0 Final Vol: 22 42*** 26 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 Oct 2006 << 4.5-5.5 Base Vol: 22 42 26 37 82 6 8 046 46 94 85 37 Growth Adj:.00.00.00.00.00.00.00.00.00.00.00.00 Initial Bse: 22 42 26 37 82 6 8 046 46 94 85 37 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 22 42 26 37 82 6 8 046 46 94 85 37 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 22 42 26 37 82 6 8 046 46 94 85 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 42 26 37 82 6 8 046 46 94 85 37 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 22 42 26 37 82 6 8 046 46 94 85 37 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92.00 0.92 0.92 0.97 0.95 0.92 0.97 0.95 Lanes: 0.08 0.5 0.77.00.00.00.00.9 0.09.00.9 0.09 Final Sat.: 38 263 350 750 900 750 750 3544 56 750 3546 54 Capacity Analysis Module: Vol/Sat: 0.6 0.6 0.6 0.08 0.04 0.00 0.0 0.30 0.30 0. 0.24 0.24 Crit Moves: **** **** **** Green Time: 2.5 2.5 2.5 2.5 2.5 2.5 7.9 39.6 39.6 4.9 36.6 36.6 Volume/Cap: 0.63 0.63 0.63 0.3 0.7 0.0 0.05 0.63 0.63 0.63 0.56 0.56 Delay/Veh: 35.0 35.0 35.0 27.6 25.6 23.9 27.0 9.0 9.0 42. 9.6 9.6 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 35.0 35.0 35.0 27.6 25.6 23.9 27.0 9.0 9.0 42. 9.6 9.6 LOS by Move: C- C- C- C C C C B- B- D B- B- HCM2kAvgQ: 200 200 200 82 43 3 0 292 292 54 232 232 Note: Queue reported is the distance per lane in feet. Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE
COMPARE Wed May 8 2:02: 20 Page 3-3 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) COMPARE Wed May 8 2:02: 20 Page 3-4 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Intersection #470: Santa Clara/7th Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 202 BRT AM Intersection #470: Santa Clara/7th Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 202 BRT PM Final Vol: 74 39*** 23 Lanes: 0 0! 0 0 Final Vol: 5 45*** 220 Lanes: 0 0! 0 0 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 60 30 0 0 2 Loss Time (sec): 6 347 0 Critical V/C: 0.56 0 052*** Avg Crit Del (sec/veh): 8.5 2 0 Avg Delay (sec/veh): 8.0 0 7 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 26 0 0 Loss Time (sec): 6 982*** 0 Critical V/C: 0.563 0 685 Avg Crit Del (sec/veh): 0.6 3 0 Avg Delay (sec/veh): 9.6 0 29 LOS: A LOS: A Lanes: 0 0! 0 0 Final Vol: 26 3 3 Street Name: 7th St Santa Clara Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: 26 3 3 23 39 74 30 347 2 7 052 2 Growth Adj:.00.00.00.00.00.00.00.00.00.00.00.00 Initial Bse: 26 3 3 23 39 74 30 347 2 7 052 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 26 3 3 23 39 74 30 347 2 7 052 2 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 26 3 3 23 39 74 30 347 2 7 052 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 3 3 23 39 74 30 347 2 7 052 2 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 26 3 3 23 39 74 30 347 2 7 052 2 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.83 0.95 0.95 0.83 0.95 Lanes: 0.30 0.35 0.35 0.52 0.7 0.3 0.4.8 0.05 0.03.79 0.8 Final Sat.: 57 66 66 92 289 549 248 2863 99 46 2840 327 Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.05 0.3 0.3 0.3 0.2 0.2 0.2 0.37 0.37 0.37 Crit Moves: **** **** Green Time: 4.4 4.4 4.4 4.4 4.4 4.4 39.6 39.6 39.6 39.6 39.6 39.6 Volume/Cap: 0.2 0.2 0.2 0.56 0.56 0.56 0.8 0.8 0.8 0.56 0.56 0.56 Delay/Veh: 8.5 8.5 8.5 2.7 2.7 2.7 4.0 4.0 4.0 5.9 5.9 5.9 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 8.5 8.5 8.5 2.7 2.7 2.7 4.0 4.0 4.0 5.9 5.9 5.9 LOS by Move: B- B- B- C+ C+ C+ A A A A A A HCM2kAvgQ: 38 38 38 24 24 24 43 38 43 90 7 90 Note: Queue reported is the distance per lane in feet. Lanes: 0 0! 0 0 Final Vol: 22 45 52 Street Name: 7th St Santa Clara Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 4.30-5.30 Base Vol: 22 45 52 220 45 5 26 982 3 29 685 Growth Adj:.00.00.00.00.00.00.00.00.00.00.00.00 Initial Bse: 22 45 52 220 45 5 26 982 3 29 685 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 22 45 52 220 45 5 26 982 3 29 685 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 22 45 52 220 45 5 26 982 3 29 685 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 45 52 220 45 5 26 982 3 29 685 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 22 45 52 220 45 5 26 982 3 29 685 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.83 0.95 0.95 0.83 0.95 Lanes: 0.8 0.38 0.44 0.70 0.4 0.6 0.04.9 0.05 0.06.70 0.24 Final Sat.: 324 662 765 28 249 282 80 304 95 4 2685 435 Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.07 0.8 0.8 0.8 0.33 0.33 0.33 0.26 0.26 0.26 Crit Moves: **** **** Green Time: 9.3 9.3 9.3 9.3 9.3 9.3 34.7 34.7 34.7 34.7 34.7 34.7 Volume/Cap: 0.2 0.2 0.2 0.56 0.56 0.56 0.56 0.56 0.56 0.44 0.44 0.44 Delay/Veh: 5.0 5.0 5.0 8.2 8.2 8.2 8.3 8.3 8.3 7.3 7.3 7.3 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 5.0 5.0 5.0 8.2 8.2 8.2 8.3 8.3 8.3 7.3 7.3 7.3 LOS by Move: B B B B- B- B- A A A A A A HCM2kAvgQ: 46 46 46 49 49 49 93 73 93 34 20 34 Note: Queue reported is the distance per lane in feet. Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE
COMPARE Wed May 8 2:02: 20 Page 3-5 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) COMPARE Wed May 8 2:02: 20 Page 3-6 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Intersection #8524: SANTA_CLARA/24TH Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 202 BRT AM Intersection #8524: SANTA_CLARA/24TH Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 202 BRT PM Final Vol: 38 208 23 Lanes: 0 0! 0 0 Final Vol: 87 35*** 24 Lanes: 0 0! 0 0 Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 8*** 0 56 Loss Time (sec): 9 0 534 Critical V/C: 0.78 97*** Avg Crit Del (sec/veh): 29.4 0 37 0 Avg Delay (sec/veh): 27.2 77 Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 20 52 0 46 Loss Time (sec): 9 0 30*** Critical V/C: 0.884 639 Avg Crit Del (sec/veh): 48.3 0 79 0 Avg Delay (sec/veh): 43.8 278*** LOS: C LOS: D Lanes: 0 0! 0 0 Final Vol: 24 35*** 45 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: 24 35 45 23 208 38 8 534 37 77 97 56 Growth Adj:.00.00.00.00.00.00.00.00.00.00.00.00 Initial Bse: 24 35 45 23 208 38 8 534 37 77 97 56 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 24 35 45 23 208 38 8 534 37 77 97 56 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 24 35 45 23 208 38 8 534 37 77 97 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 35 45 23 208 38 8 534 37 77 97 56 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 24 35 45 23 208 38 8 534 37 77 97 56 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.86 0.95 0.92 0.86 0.95 Lanes: 0.2 0.54 0.25 0.06 0.57 0.37.00.88 0.2.00.90 0.0 Final Sat.: 372 944 435 09 986 654 750 3069 23 750 3099 79 Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.33 0.2 0.2 0.2 0.05 0.7 0.7 0.04 0.3 0.3 Crit Moves: **** **** **** Green Time: 33.0 33.0 33.0 33.0 33.0 33.0 7.0 25.3 25.3 2.7 3.0 3.0 Volume/Cap: 0.8 0.8 0.8 0.5 0.5 0.5 0.53 0.55 0.55 0.28 0.8 0.8 Delay/Veh: 30.2 30.2 30.2 20. 20. 20. 47.4 24.8 24.8 32. 27.5 27.5 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 30.2 30.2 30.2 20. 20. 20. 47.4 24.8 24.8 32. 27.5 27.5 LOS by Move: C C C C+ C+ C+ D C C C- C C HCM2kAvgQ: 399 399 399 9 9 9 72 63 82 50 346 383 Note: Queue reported is the distance per lane in feet. Lanes: 0 0! 0 0 Final Vol: 78 228 49 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 4.45-5.45 Base Vol: 78 228 49 24 35 87 52 30 79 278 639 46 Growth Adj:.00.00.00.00.00.00.00.00.00.00.00.00 Initial Bse: 78 228 49 24 35 87 52 30 79 278 639 46 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 78 228 49 24 35 87 52 30 79 278 639 46 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 78 228 49 24 35 87 52 30 79 278 639 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 228 49 24 35 87 52 30 79 278 639 46 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 78 228 49 24 35 87 52 30 79 278 639 46 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.86 0.95 0.92 0.86 0.95 Lanes: 0.7 0.50 0.33 0.05 0.76 0.9.00.75 0.25.00.88 0.2 Final Sat.: 300 877 573 9 330 330 750 2859 453 750 3063 220 Capacity Analysis Module: Vol/Sat: 0.26 0.26 0.26 0.26 0.26 0.26 0.03 0.40 0.40 0.6 0.2 0.2 Crit Moves: **** **** **** Green Time: 35.8 35.8 35.8 35.8 35.8 35.8 6.4 53.6 53.6 2.6 58.8 58.8 Volume/Cap: 0.87 0.87 0.87 0.88 0.88 0.88 0.22 0.88 0.88 0.88 0.43 0.43 Delay/Veh: 57.7 57.7 57.7 59.4 59.4 59.4 48. 38.4 38.4 76.4 20.6 20.6 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 57.7 57.7 57.7 59.4 59.4 59.4 48. 38.4 38.4 76.4 20.6 20.6 LOS by Move: E+ E+ E+ E+ E+ E+ D D+ D+ E- C+ C+ HCM2kAvgQ: 503 503 503 59 59 59 49 633 706 349 206 23 Note: Queue reported is the distance per lane in feet. Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE
COMPARE Wed May 8 2:0:29 20 Page 3- Intersection #478: SANTA_CLARA/28TH Final Vol: 45 54 40 Lanes: 0 0 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT AM COMPARE Wed May 8 2:0:29 20 Page 3-2 Intersection #478: SANTA_CLARA/28TH Final Vol: 8 6 95 Lanes: 0 0 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT PM Final Vol: Lanes: Rights=Include Vol Cnt Date: 0/3/2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 22*** 0 82 Loss Time (sec): 9 0 020 Critical V/C: 0.867 448*** Avg Crit Del (sec/veh): 3.8 0 3 0 Avg Delay (sec/veh): 27.7 87 LOS: C Final Vol: Lanes: Rights=Include Vol Cnt Date: 0/3/2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 2 0 56 Loss Time (sec): 9 0 224*** Critical V/C: 0.866 28 Avg Crit Del (sec/veh): 37.8 0 53 0 Avg Delay (sec/veh): 3.9 29*** LOS: C Lanes: 0 0! 0 0 Final Vol: 3 77*** 257 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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 Oct 2006 << 7.30-8.30 Base Vol: 8 04 5 88 34 28 64 534 7 62 034 30 Growth Adj:.70.70.70.59.59.59.9.9.9.40.40.40 Initial Bse: 3 77 257 40 54 45 22 020 3 87 448 82 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 3 77 257 40 54 45 22 020 3 87 448 82 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 3 77 257 40 54 45 22 020 3 87 448 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 77 257 40 54 45 22 020 3 87 448 82 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 3 77 257 40 54 45 22 020 3 87 448 82 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92.00 0.92 0.92 0.97 0.95 0.92 0.98 0.95 Lanes: 0.07 0.38 0.55.00.00.00.00.97 0.03.00.77 0.23 Final Sat.: 5 667 968 750 900 750 750 3652 48 750 3286 43 Capacity Analysis Module: Vol/Sat: 0.27 0.27 0.27 0.08 0.03 0.03 0.07 0.28 0.28 0.05 0.44 0.44 Crit Moves: **** **** **** Green Time: 25.9 25.9 25.9 25.9 25.9 25.9 7.0 38.7 38.7.4 43. 43. Volume/Cap: 0.87 0.87 0.87 0.26 0.09 0.08 0.85 0.6 0.6 0.37 0.87 0.87 Delay/Veh: 45.3 45.3 45.3 23.5 2.4 2.4 8.4 9.2 9.2 38.0 24.3 24.3 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 45.3 45.3 45.3 23.5 2.4 2.4 8.4 9.2 9.2 38.0 24.3 24.3 LOS by Move: D D D C C+ C+ F B- B- D+ C C HCM2k95thQ: 647 647 647 64 6 55 283 47 47 43 905 905 Note: Queue reported is the distance per lane in feet. Lanes: 0 0! 0 0 Final Vol: 36 69*** 355 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 Oct 2006 << 4.5-5.5 Base Vol: 7 33 70 8 70 5 7 987 43 6 708 3 Growth Adj: 2.09 2.09 2.09.65.65.65.24.24.24.8.8.8 Initial Bse: 36 69 355 95 6 8 2 224 53 29 28 56 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 69 355 95 6 8 2 224 53 29 28 56 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 36 69 355 95 6 8 2 224 53 29 28 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 69 355 95 6 8 2 224 53 29 28 56 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 36 69 355 95 6 8 2 224 53 29 28 56 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92.00 0.92 0.92 0.97 0.95 0.92 0.97 0.95 Lanes: 0.08 0.5 0.77.00.00.00.00.9 0.09.00.9 0.09 Final Sat.: 35 263 352 750 900 750 750 3545 54 750 3545 55 Capacity Analysis Module: Vol/Sat: 0.26 0.26 0.26 0. 0.06 0.00 0.0 0.35 0.35 0.7 0.36 0.36 Crit Moves: **** **** **** Green Time: 25.8 25.8 25.8 25.8 25.8 25.8 2.3 33.9 33.9 6.3 37.9 37.9 Volume/Cap: 0.87 0.87 0.87 0.37 0.20 0.02 0.08 0.87 0.87 0.87 0.8 0.8 Delay/Veh: 45. 45. 45. 25.2 22.7 20.8 32. 30.6 30.6 57.9 24.9 24.9 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 45. 45. 45. 25.2 22.7 20.8 32. 30.6 30.6 57.9 24.9 24.9 LOS by Move: D D D C C+ C+ C- C C E+ C C HCM2k95thQ: 640 640 640 225 27 35 768 768 477 72 72 Note: Queue reported is the distance per lane in feet. Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE
COMPARE Wed May 8 2:0:29 20 Page 3-3 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) COMPARE Wed May 8 2:0:29 20 Page 3-4 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Intersection #470: Santa Clara/7th Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT AM Intersection #470: Santa Clara/7th Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT PM Final Vol: 88 99*** 33 Lanes: 0 0! 0 0 Final Vol: 87 76*** 376 Lanes: 0 0! 0 0 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 60 30 0 0 62 Loss Time (sec): 6 347 0 Critical V/C: 0.93 0 409*** Avg Crit Del (sec/veh): 27.0 2 0 Avg Delay (sec/veh): 23.2 0 23 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 26 0 0 9 Loss Time (sec): 6 982 0 Critical V/C: 0.83 0 80*** Avg Crit Del (sec/veh): 8.4 3 0 Avg Delay (sec/veh): 5.6 0 50 LOS: C LOS: B Lanes: 0 0! 0 0 Final Vol: 75 92 92 Street Name: 7th St Santa Clara Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 7.30-8.30 Base Vol: 9 60 9 36 30 347 2 5 933 07 Growth Adj: 8.33 8.33 8.33 5.2 5.2 5.2.00.00.00.5.5.5 Initial Bse: 75 92 92 33 99 88 30 347 2 23 409 62 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 75 92 92 33 99 88 30 347 2 23 409 62 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 75 92 92 33 99 88 30 347 2 23 409 62 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 92 92 33 99 88 30 347 2 23 409 62 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 75 92 92 33 99 88 30 347 2 23 409 62 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.83 0.95 0.95 0.83 0.95 Lanes: 0.29 0.36 0.35 0.52 0.7 0.3 0.4.8 0.05 0.03.79 0.8 Final Sat.: 508 62 62 93 289 548 248 2863 99 46 284 326 Capacity Analysis Module: Vol/Sat: 0.5 0.5 0.5 0.34 0.34 0.34 0.2 0.2 0.2 0.50 0.50 0.50 Crit Moves: **** **** Green Time: 22. 22. 22. 22. 22. 22. 3.9 3.9 3.9 3.9 3.9 3.9 Volume/Cap: 0.40 0.40 0.40 0.93 0.93 0.93 0.23 0.23 0.23 0.93 0.93 0.93 Delay/Veh: 4.5 4.5 4.5 38.6 38.6 38.6 7.5 7.5 7.5 22.7 22.7 22.7 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 4.5 4.5 4.5 38.6 38.6 38.6 7.5 7.5 7.5 22.7 22.7 22.7 LOS by Move: B B B D+ D+ D+ A A A C+ C+ C+ HCM2k95thQ: 204 204 204 734 734 734 8 06 8 99 844 99 Note: Queue reported is the distance per lane in feet. Lanes: 0 0! 0 0 Final Vol: 5 05 22 Street Name: 7th St Santa Clara Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 4.30-5.30 Base Vol: 2 25 29 68 34 39 26 982 3 22 520 84 Growth Adj: 4.2 4.2 4.2 2.24 2.24 2.24.00.00.00 2.27 2.27 2.27 Initial Bse: 5 05 22 376 76 87 26 982 3 50 80 9 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 05 22 376 76 87 26 982 3 50 80 9 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 5 05 22 376 76 87 26 982 3 50 80 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 05 22 376 76 87 26 982 3 50 80 9 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 5 05 22 376 76 87 26 982 3 50 80 9 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.95 0.83 0.95 0.95 0.83 0.95 Lanes: 0.8 0.38 0.44 0.70 0.4 0.6 0.04.9 0.05 0.06.70 0.24 Final Sat.: 38 663 769 220 247 283 80 304 95 4 2686 434 Capacity Analysis Module: Vol/Sat: 0.6 0.6 0.6 0.3 0.3 0.3 0.33 0.33 0.33 0.44 0.44 0.44 Crit Moves: **** **** Green Time: 22.3 22.3 22.3 22.3 22.3 22.3 3.7 3.7 3.7 3.7 3.7 3.7 Volume/Cap: 0.43 0.43 0.43 0.83 0.83 0.83 0.62 0.62 0.62 0.83 0.83 0.83 Delay/Veh: 4.6 4.6 4.6 26. 26. 26. 0.6 0.6 0.6 5.5 5.5 5.5 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 4.6 4.6 4.6 26. 26. 26. 0.6 0.6 0.6 5.5 5.5 5.5 LOS by Move: B B B C C C B+ B+ B+ B B B HCM2k95thQ: 22 22 22 574 574 574 40 372 40 692 635 692 Note: Queue reported is the distance per lane in feet. Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE
COMPARE Wed May 8 2:0:29 20 Page 3-5 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) COMPARE Wed May 8 2:0:29 20 Page 3-6 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Intersection #8524: SANTA_CLARA/24TH Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT AM Intersection #8524: SANTA_CLARA/24TH Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT PM Final Vol: 286 430*** 48 Lanes: 0 0! 0 0 Final Vol: 39 559 38 Lanes: 0 0! 0 0 Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 48*** 0 7 Loss Time (sec): 9 0 970 Critical V/C:.034 230*** Avg Crit Del (sec/veh): 66.5 0 68 0 Avg Delay (sec/veh): 5.9 97 Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 20 68 0 67 Loss Time (sec): 9 0 486*** Critical V/C:.309 934 Avg Crit Del (sec/veh): 87.4 0 235 0 Avg Delay (sec/veh): 44.5 407*** LOS: D- LOS: F Lanes: 0 0! 0 0 Final Vol: 37 347 60 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 7.5-8.5 Base Vol: 20 304 40 5 34 89 59 388 27 70 885 5 Growth Adj:.4.4.4 3.2 3.2 3.2 2.50 2.50 2.50.39.39.39 Initial Bse: 37 347 60 48 430 286 48 970 68 97 230 7 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 347 60 48 430 286 48 970 68 97 230 7 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 37 347 60 48 430 286 48 970 68 97 230 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 347 60 48 430 286 48 970 68 97 230 7 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 37 347 60 48 430 286 48 970 68 97 230 7 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.86 0.95 0.92 0.86 0.95 Lanes: 0.2 0.54 0.25 0.06 0.57 0.37.00.88 0.2.00.90 0.0 Final Sat.: 372 943 434 0 985 654 750 3069 24 750 3099 79 Capacity Analysis Module: Vol/Sat: 0.37 0.37 0.37 0.44 0.44 0.44 0.08 0.32 0.32 0.06 0.40 0.40 Crit Moves: **** **** **** Green Time: 33.5 33.5 33.5 33.5 33.5 33.5 7.0 29.4 29.4 8. 30.5 30.5 Volume/Cap: 0.88 0.88 0.88.04.04.04 0.96 0.86 0.86 0.55.04.04 Delay/Veh: 35.3 35.3 35.3 67.9 67.9 67.9 00.0 3.7 3.7 45.8 6.8 6.8 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 35.3 35.3 35.3 67.9 67.9 67.9 00.0 3.7 3.7 45.8 6.8 6.8 LOS by Move: D+ D+ D+ E E E F C C D E E HCM2k95thQ: 782 782 782 238 238 238 348 629 690 76 03 44 Note: Queue reported is the distance per lane in feet. Lanes: 0 0! 0 0 Final Vol: 37 403*** 263 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 4.45-5.45 Base Vol: 58 70 9 28 70 46 0 60 235 540 39 Growth Adj: 2.37 2.37 2.37.99.99.99.47.47.47.73.73.73 Initial Bse: 37 403 263 38 559 39 68 486 235 407 934 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 403 263 38 559 39 68 486 235 407 934 67 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 37 403 263 38 559 39 68 486 235 407 934 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 403 263 38 559 39 68 486 235 407 934 67 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 37 403 263 38 559 39 68 486 235 407 934 67 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.86 0.95 0.92 0.86 0.95 Lanes: 0.7 0.50 0.33 0.05 0.76 0.9.00.75 0.25.00.88 0.2 Final Sat.: 299 878 573 90 329 33 750 2859 452 750 3062 22 Capacity Analysis Module: Vol/Sat: 0.46 0.46 0.46 0.42 0.42 0.42 0.04 0.52 0.52 0.23 0.3 0.3 Crit Moves: **** **** **** Green Time: 42. 42. 42. 42. 42. 42.. 47.6 47.6 2.3 57.9 57.9 Volume/Cap:.3.3.3.20.20.20 0.42.3.3.3 0.63 0.63 Delay/Veh: 89.7 90 89.7 44. 44 44. 59.3 8 8.0 209.9 25. 25. User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 89.7 90 89.7 44. 44 44. 59.3 8 8.0 209.9 25. 25. LOS by Move: F F F F F F E+ F F F C C HCM2k95thQ: 2342 2342 2342 920 920 920 6 2334 2634 246 593 658 Note: Queue reported is the distance per lane in feet. Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE
COMPARE Thu May 9 7:08:57 20 Page 3- Intersection #8524: SANTA_CLARA/24TH Final Vol: 286 430*** 48 Lanes: 0 0! 0 0 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT AM Mitig. COMPARE Thu May 9 7:08:57 20 Page 3-2 Intersection #8524: SANTA_CLARA/24TH Final Vol: 39 559*** 38 Lanes: 0 0! 0 0 Santa Clara / Alum Rock EIR Supplemental Traffic Analysis (May 20) Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) 2030 BRT PM Mitig. Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 48*** 0 7 Loss Time (sec): 9 0 970 Critical V/C:.034 230*** Avg Crit Del (sec/veh): 66.5 0 68 0 Avg Delay (sec/veh): 49.6 97 LOS: D Final Vol: Lanes: Rights=Include Vol Cnt Date: //2006 Rights=Include Lanes: Final Vol: Cycle Time (sec): 20 68 0 67 Loss Time (sec): 9 0 486*** Critical V/C:.268 934 Avg Crit Del (sec/veh): 69.3 0 235 0 Avg Delay (sec/veh): 6.7 407*** LOS: F Lanes: 0 0 0 Final Vol: 37 347 60 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 7.5-8.5 Base Vol: 20 304 40 5 34 89 59 388 27 70 885 5 Growth Adj:.4.4.4 3.2 3.2 3.2 2.50 2.50 2.50.39.39.39 Initial Bse: 37 347 60 48 430 286 48 970 68 97 230 7 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 347 60 48 430 286 48 970 68 97 230 7 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 37 347 60 48 430 286 48 970 68 97 230 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 347 60 48 430 286 48 970 68 97 230 7 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 37 347 60 48 430 286 48 970 68 97 230 7 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.86 0.95 0.92 0.86 0.95 Lanes: 0.28 0.72.00 0.06 0.57 0.37.00.88 0.2.00.90 0.0 Final Sat.: 509 29 750 0 985 654 750 3069 24 750 3099 79 Capacity Analysis Module: Vol/Sat: 0.27 0.27 0.09 0.44 0.44 0.44 0.08 0.32 0.32 0.06 0.40 0.40 Crit Moves: **** **** **** Green Time: 33.5 33.5 33.5 33.5 33.5 33.5 7.0 29.4 29.4 8. 30.5 30.5 Volume/Cap: 0.64 0.64 0.22.04.04.04 0.96 0.86 0.86 0.55.04.04 Delay/Veh: 22.6 22.6 5.5 67.9 67.9 67.9 00.0 3.7 3.7 45.8 6.8 6.8 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 22.6 22.6 5.5 67.9 67.9 67.9 00.0 3.7 3.7 45.8 6.8 6.8 LOS by Move: C+ C+ B E E E F C C D E E HCM2k95thQ: 460 460 49 238 238 238 348 629 690 76 03 44 Note: Queue reported is the distance per lane in feet. Lanes: 0 0 0 Final Vol: 37 403 263 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Min. Green: 7 0 0 7 0 0 7 0 0 7 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: Nov 2006 << 4.45-5.45 Base Vol: 58 70 9 28 70 46 0 60 235 540 39 Growth Adj: 2.37 2.37 2.37.99.99.99.47.47.47.73.73.73 Initial Bse: 37 403 263 38 559 39 68 486 235 407 934 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ATI: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 403 263 38 559 39 68 486 235 407 934 67 User Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 PHF Volume: 37 403 263 38 559 39 68 486 235 407 934 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 403 263 38 559 39 68 486 235 407 934 67 PCE Adj:.00.00.00.00.00.00.00.00.00.00.00.00 MLF Adj:.00.00.00.00.00.00.00.00.00.00.00.00 FinalVolume: 37 403 263 38 559 39 68 486 235 407 934 67 Saturation Flow Module: Sat/Lane: 900 900 900 900 900 900 900 900 900 900 900 900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 0.86 0.95 0.92 0.86 0.95 Lanes: 0.25 0.75.00 0.05 0.76 0.9.00.75 0.25.00.88 0.2 Final Sat.: 458 342 750 90 329 33 750 2859 452 750 3062 22 Capacity Analysis Module: Vol/Sat: 0.30 0.30 0.5 0.42 0.42 0.42 0.04 0.52 0.52 0.23 0.3 0.3 Crit Moves: **** **** **** Green Time: 39.8 39.8 39.8 39.8 39.8 39.8.4 49.2 49.2 22.0 59.8 59.8 Volume/Cap: 0.90 0.90 0.45.27.27.27 0.4.27.27.27 0.6 0.6 Delay/Veh: 57.9 57.9 34. 73.9 74 73.9 58.3 62 62.0 92.0 23.5 23.5 User DelAdj:.00.00.00.00.00.00.00.00.00.00.00.00 AdjDel/Veh: 57.9 57.9 34. 73.9 74 73.9 58.3 62 62.0 92.0 23.5 23.5 LOS by Move: E+ E+ C- F F F E+ F F F C C HCM2k95thQ: 95 95 37 2070 2070 2070 59 2238 2524 20 574 637 Note: Queue reported is the distance per lane in feet. Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE Traffix 8.0.075 Copyright (c) 2008 Dowling Associates, Inc. Licensed to DMJM HARRIS, SAN JOSE
Draft Supplemental Transportation Analysis Santa Clara - Alum Rock Transit Corridor APPENDIX B Additional Revisions to SC-AR DEIR Related to BRT Station Relocations
Draft Supplemental Transportation Analysis Page Santa Clara - Alum Rock Transit Corridor Item, Page -5, Section.2, Table -. Table - Proposed Santa Clara/Alum Rock Corridor Project Stations Diridon Station San Fernando Almaden Boulevard First/Second Streets Sixth Street Seventh Street Sixteenth Street Seventeenth Street Twenty-fourth Street Twenty-Eighth Street King Street Jackson Alum Rock Comments Alignment Option A uses the existing LRT platforms located on the west side of the station. Option B constructs a new LRT Platform in the parking lot east of the station. BRT uses the existing bus facility. LRT Alignment Option A only. Option A uses the existing LRT platforms. LRT Alignment Option A only. LRT only. BRT only. LRT only. BRT only. BRT only. Future BART transfer station. LRT only. LRT uses existing platforms. BRT uses existing bus facility. Item 2, Page 3-9, Section 3.3.2, Paragraph. For the BRT Alternative, only Santa Clara / 24 th, Alum Rock / King, Alum Rock / McCreery and Alum Rock / 680SB Ramp are adversely affected by the proposal. Alum Rock / King will also be adversely impacted during the AM peak if the Eastgate option is adopted for transition from side-running to semi-exclusive. The summary of comparison to No Build alternative is presented in Table 3-4.
Draft Supplemental Transportation Analysis Page 2 Santa Clara - Alum Rock Transit Corridor Item 3, Page 3-2, Section 3.3.2, Table 3-4. Table 3-4 Summary of Intersection Performance for BRT Intersection AM PM Santa Clara / Second Street Santa Clara / 24 th Street Alum Rock / King Alum Rock / McCreery Alum Rock / 680 SB Ramp - - This intersection is in the City of San Jose s jurisdiction. The intersection LOS remains at E. Critical movement delay increases by more than four seconds and volume-to-capacity ratio increases by more than 0.0. This exceeds the criteria for the City of San Jose. - This intersection is in the City of San Jose s jurisdiction. The intersection LOS changes from C to E. This exceeds the criteria for the City of San Jose. This intersection is in the City of San Jose s jurisdiction. The intersection LOS remains at F. The City however, does not have significance criteria in downtown. This intersection is in the City of San Jose s jurisdiction. The intersection LOS remains at F. Critical movement delay increases by more than four seconds and volume-to-capacity ratio increases by more than 0.0. This exceeds the criteria for the City of San Jose. - This intersection is in the City of San Jose s jurisdiction. The intersection LOS changes from B to F. This exceeds the criteria for the City of San Jose. This intersection is in the City of San Jose s jurisdiction. The intersection LOS changes from C to E. This exceeds the criteria for the City of San Jose. Item 4, Page 3-3, Section 3.3.4, Paragraph 3. The intersection of Santa Clara Street and 6 th Street will be signalized for both the LRT and BRT alternatives. There will be a station located near this intersection and signalizing will facilitate pedestrian crossing. Item 5, Page 3-3, Section 3.3.4, Paragraph 4. The intersection of Santa Clara Street and 27 th Street will be signalized for both the LRT and BRT alternatives. LRT and BRT will have station platforms in the vicinity of 27 th and 28 th Street. Also, the proposed BART station will be located immediately to the north which will add to the pedestrian traffic wanting to cross the street at this location.
Draft Supplemental Transportation Analysis Page 3 Santa Clara - Alum Rock Transit Corridor Item 6, Page 3-5, Section 3.3.4, Table 3-6. Table 3-6 Intersection Location Almaden Boulevard/ Post Street Santa Clara Street/ 6th Street Santa Clara Street/ 27th Street Alum Rock Avenue/ 34th Street Alum Rock Avenue/ Eastgate Avenue New Traffic Signals Reason for New Signal New traffic signal under LRT Option A for pedestrians to access platform. New traffic signal under LRT and BRT Alternatives for pedestrians to access station. New traffic signal under LRT and BRT Alternatives for pedestrians to access station. New traffic signal for LRT and BRT Alternatives if transition from shared to semi-exclusive operations occurs at 34th Street. New traffic signal for LRT and BRT Alternatives if transition from shared to semi-exclusive operations occurs at Eastgate Ave. Item 7, Page 3-27, Section 3.5.2, Paragraph 3 Alternative platform locations are considered at several locations. At Sixth Street the preferred location for the eastbound LRT or BRT stop is nearside immediately in front of the City Hall. An alternative platform location has a farside stop on the other side of Sixth Street. The alternative would place the City Hall stop across Sixth Street from City Hall.
Draft Supplemental Transportation Analysis Page 4 Santa Clara - Alum Rock Transit Corridor Item 8, Page 3-28, Section 3.5.2, Table 3-2 Table 3-2 Proposed Santa Clara/Alum Rock Corridor Project Stations Platform Location and Type Station LRT BRT Diridon Vasona platform Existing bus transfer facility. Park-and- Ride Yes, existing Diridon lot San Fernando Vasona platform N/A No Option A only. Comments LRT Option A platform is located on the rail side of Diridon, the LRT Option B and BRT platform is on the auto side of Diridon. Almaden Boulevard First/Second Streets Sixth Street Sixteenth Street Twenty-Eighth Street King Street Jackson Alum Rock Center on Almaden Boulevard, just north of Post Street. Side Platforms between First and Second. Nearside EB side platform and farside WB side platform at Sixth Street. Farside EB and WB platforms at Sixteenth Street. Nearside EB and WB platforms at Twenty-Eighth Street. For semi-exclusive running the platforms would be farside opposite in the median. Farside opposite platforms in the median. Center platform in Capitol Avenue as part of Capitol LRT project. N/A No Pedestrian signal at Post Street/Almaden Boulevard provides access to platform. Option A only. Side platforms between First and Second Streets. Nearside EB and farside WB side platforms at Sixth Seventh Street. Farside Nearside EB and farside WB platforms at Sixteenth Seventeenth Street. Nearside EB and farside WB platforms at Twenty-Eighth Fourth Street. For semi-exclusive running the platforms would be farside opposite in the median. Farside opposite platforms in the median. BRT uses the Alum Rock Transit Center. No No No No No No Yes, existing transit center The LRT, BRT, and other bus route platforms will occupy the entire block face on both sides of the street between First and Second Sts. Bus routes 22 and 522 will be jointly located with LRT platforms. Bus route 22 will be jointly located with BRT platform. An optional platform location at Sixth Street uses a farside EB LRT platform. Bus routes 22 and 300 will be jointly located with the LRT platforms. Bus route 22 will be jointly located with the BRT platforms. Bus route 22 will be jointly located with the EB LRT and BRT platform. Bus route 22 will be located on the opposite side of Twenty-Eight Street for the WB LRT platform and will be jointly located with the WB BRT platform. For the side running LRT platforms bus route 522 will be jointly located with the LRT platform in the EB direction and bus routes 22 and 522 in the WB direction. For BRT, bus route 22 will be jointly located with the WB platform. Bus route 522 stops will be staggered between the LRT stops and also located at Jackson. Local bus stops will be staggered between the BRT stops. Both LRT and BRT could be extended to Eastridge Transit Center.
Draft Supplemental Transportation Analysis Page 5 Santa Clara - Alum Rock Transit Corridor Item 9, Page 3-29, Section 3.5.2, Figure 3-4
ALMADEN BL ALMADEN S. 880 N. HEDDING OAKLAND RD BARRYESSA RD MABURY RD KEY Light Rail Station Bus Rapid Transit Station Both Light Rail and BRT Station TAYLOR 0 Capitol Avenue Light Rail Line COLEMAN 87 THE THE ALAMEDA Diridon Station BIRD AV CAHILL MONTGOMERY VasonaLight RailLine MONTGOMERY Arena AUTUMN AUTUMN DELMAS AV AV W. PARK W. SANTA CLARA SAN AV FERNANDO SAN CARLO S MARKET 2ND 3RD 4TH 6TH 7TH SAN JOSE ATE UNIVERSITY 0TH TH E. JULIAN E.. JAME S 3TH E. 6TH N. 9TH SANTA CLARA SAN 2 E. ANTONIO 26TH 28TH KING RD McKEE RD ALUM ROCK SUNSET AV JACKSON AV 680 AV ALEXANDER AV CAPITOL Alum Rock Light Rail Station CAPITOL AV McLAUGHLIN 680 Guadalupe Light Rail Line WILLOW 87 VINE AV MONTEREY RD KEYES 280 ORY N. 24THAV RD ORY RD Light Rail Extension to Eastridge on Capitol Expressway LRT Corridor EXPRESSWAY Station Locations.cdr SANTA CLARA / ALUM ROCK TRANSIT CORRIDOR Figure 3-4 PROPOSED ATION LOCATIONS
Draft Supplemental Transportation Analysis Page 7 Santa Clara - Alum Rock Transit Corridor Item 0, Page 3-30, Section 3.5.3, Table 3-3 Table 3-3 Bus Stop Location Existing Bus Stop Modifications LRT (Remove or Relocate To) BRT (Remove or Relocate To) WB San Fernando at SR 87 Remove (Option A only) - 63, 65 Affected Routes or stops EB Santa Clara St. at Almaden Ave. Relocate to far side of San Pedro St. Same as LRT WB Santa Clara St. at Almaden Ave. Remove Same as LRT 22, 64, 68 and 522 EB Santa Clara St. at Fourth St. Remove Same as LRT 22 and 64 WB Santa Clara St. at Fourth St. Remove Same as LRT 22 and 64 EB Santa Clara St. at Seventh St. Added to combined Bus/ LRT Stop at Sixth Street Same as LRT WB Santa Clara St. at Seventh St. Added to combined Bus/ LRT Stop at Sixth Street Same as LRT WB Santa Clara St. at th St. - Relocate to nearside to th Street EB Santa Clara St. at 5 th St. Remove Same as LRT 22 and 64 EB Santa Clara St. at 7 th St. WB Santa Clara St. at 7 th St. WB Santa Clara St. at 9 th St. - Added to combined Bus/ LRT Stop at 6 th Street Added to combined Bus/ LRT Stop at 6 th Street Relocate nearer to 6 th StreetAdded to combined Bus / BRT Station at 7 th Street Relocate to farside of 6 th StreetAdded to combined Bus / BRT Station at 7 th Street Added to combined Bus/ LRT Stop at 2st Street- WB Santa Clara St. between 22 nd & 23 rd Remove Same as LRT 22 and 64 EB Santa Clara St. at 24 th St - Added to combined Bus / BRT Station at 24 th Street WB Santa Clara St. at 24 th St - Added to combined Bus / BRT Station at 24 th Street WB Santa Clara St. at 26 th St. Remove Same as LRT 22 and 64 WB Santa Clara at 28 th Added to combined Bus/ LRT Stop at 28 th Street Same as LRT- 522 EB Alum Rock Ave. at 34th St. - Remove 22 and 64 WB Alum Rock Ave. at 34 th St. - Remove 22 and 64 EB Alum Rock Ave at King Road - Remove 64 and 522 WB Alum Rock Ave at King Road - Remove 64 and 522 EB Alum Rock Ave at McCreery Ave - Remove 64 WB Alum Rock Ave at McCreery Ave - Remove 64 EB Alum Rock Ave at Jose Figueres - Remove 64 WB Alum Rock Ave at Jose Figueres - Remove 64
Draft Supplemental Transportation Analysis Page 8 Santa Clara - Alum Rock Transit Corridor Bus Stop Location LRT (Remove or Relocate To) BRT (Remove or Relocate To) WB Alum Rock at Scharff Remove Same as LRT 64 Affected Routes or stops EB Alum Rock at Jackson - Remove 64 and 522 WB Alum Rock at Jackson - Remove 64 and 522 WB Alum Rock Ave at Alexander Ave - Remove 64 Item, Page 3-33, Section 3.5.4, Figure 3-5
ALMADEN S. 680 880 THE Diridon Station 63 65 64 68 THE ALAMEDA 63 22 BIRD AV 64 64 65 65 MONTGOMERY CAHILL COLEMAN ARENA 880 62 DELMAS MONTGOMERY AUTUMN 23 65 85 AUTUMN AV 36 AV 522 80 W. PARK 304 63 87 W. SANTA CLARA 8 SAN AV 62 64 68 65 FERNANDO SAN CARLO S MARKET 36 66 23 72 73 82 85 66 68 23 66 68 N. 80 23 80 2ND 72 73 82 85 3RD 2 62 4TH HEDDING TAYLOR 85 85 36 66 7TH 82 82 66 65 65 8 8 68 63 63 63 65 23 305 305 304 304 66 68 SAN JOSE ATE UNIVERSITY 85 0TH TH E. JULIAN E.. JAME S 72 72 73 73 OAKLAND RD 85 8 3TH 62 82 82 72 22 E. 6TH 52 82 82 N. 9TH SANTA CLARA SAN BARRYESSA E. ANTONIO RD 0 N. 24THAV 2 36 MABURY 62 RD 36 62 77 2 KING RD 8 36 McKEE RD ALUM ROCK 522 22 64 522 36 77 2 22 36 304 52 522 Local Bus Routes Limited Stop Bus Routes Express Bus Routes Rapid 522 Light Rail Line Future Light Rail Line Highway 7 Express Bus Route Light Rail Station BRT Station Both Light Rail and BRT Station 70 8 JACKSON AV 70 64 680 36 3 74 CAPITOL AV CAPITOL AV 64 3 74 82 82 82 73 73 McLAUGHLIN 503 680 70 Guadalupe Light Rail Line WILLOW 87 Existing Transit with stations.cdr 25 AV 66 68 MONTEREY RD 304 305 KEYES 82 503 280 25 ORY 72 RD 22 25 52 ORY 503 522 SANTA CLARA / ALUM ROCK TRANSIT CORRIDOR Figure 3-5 EXIING TRANSIT NETWORK With Proposed Stations for Light Rail and BRT RD 25 3 70 3 EXPRESSWAY
Draft Supplemental Transportation Analysis Page 0 Santa Clara - Alum Rock Transit Corridor Item 2, Page 3-37, Section 3., Table 3-8 Table 3-8 Segment Block Face Changes in Driveway Access Proposed Existing Impact Driveway Driveway LRT BRT LRT BRT 6th to 7th Southside 0-7th to 8th Northside - th to 2th Northside 2 2 - Southside 3 3 2-23 rd to 24th Northside 5 5 3-27th to 28th Southside 0 0 Jackson Avenue to Alexander / Muirfield Southside 5 4 5 One drive-way needs be removed to accommo-date LRT stop driveway needs to be removed for - the construction of bus stop One driveway must be removed to accommodate BRT stop One driveway must be relocated to accommodate BRT stop One driveway must be removed to accommodate BRT stop one driveways must be removed to accommodate BRT stop Two driveways must be removed to accommodate BRT stop One driveway needs be removed to accommodate BRT stop Comment This driveway provides access to a parking lot for a shopping area. Three additional accesses to the parking lot are available: two from 6 th Street and one from 7 th Street. Therefore, the impact is not considered adverse. This driveway is relocated to the east within the same block. Therefore, the impact is not considered adverse. Narrow driveway provides access to the parking lot in the rear, but is usually gated. Closing this driveway will not cause significant operational change as the parking lot has access via th Street. This driveway provides access to the Vallero gas station. By removing one driveway, the station can still function properly. Therefore, the impact is not considered adverse. The east driveway provides access to a parking lot for miscellaneous retail. The lot is served by another driveway located on 24 th Street. The parking lot can function with one driveway; however, access will be more difficult. The west driveway (under a building s second story overhang) provides access to a back parking lot. Two additional accesses to the back parking lot are available: one from 24 th Street and one from Santa Clara Street, next to the adjacent building to the west. Therefore, the impact is not considered adverse. Currently this parcel is owned by Empire Lumber. This site is being redeveloped and no access is planned on Santa Clara Street. Therefore the impact is not considered adverse. A driveway serving the Bank of America needs to be removed. There is another access about 50 east will serve as the only driveway for the whole parcel. As the businesses can still function with one driveway, the impact is therefore not considered adverse.
Draft Supplemental Transportation Analysis Page Santa Clara - Alum Rock Transit Corridor Segment Alexander / Muirfield to Capitol Avenue Proposed Block Existing Impact Driveway Face Driveway LRT BRT LRT BRT One driveway needs to be Southside 4 4 3 - removed to accommodate bus stop Comment One driveway will be affected by the proposed station location and needs to be removed. However, the complex is still being served by 2 other driveways. Therefore the impact is not considered adverse. Item 3, Page 3-40, Section 3.2.0, Paragraph 3.2.0 New Traffic Signal and Crosswalks at Santa Clara Street and 6th Street For the BRT alternative, additional pedestrian activity will occur at the intersection of Santa Clara Street and 6th Street because of the proposed passenger platform. A new traffic signal will be installed at the intersection as part of the project. Crosswalks will be added to the east and west legs of the intersection. Pedestrian signal heads will be included in the signal design with countdown indicators. With these improvements the impact to pedestrians is not adverse. Item 4, Page 3-40, Section 3.2., Paragraph 3.2. New Crosswalk at Santa Clara Street and 27th Street For the BRT alternative, additional pedestrian activity is expected in an east/west direction along Santa Clara Street at 27 th Street because of the passenger platform located one block to the east. Currently the north leg of the intersection does not have a striped crosswalk. To maintain pedestrian safety, a crosswalk will be added to the north leg of the intersection. With this improvement the impact to pedestrians is not adverse. Item 5, Page 4-, Section 4., Insert new section 4..x 4..x Santa Clara Street and 24 th Avenue The BRT Alternative results in an adverse impact at the intersection of Santa Clara Street and 24 th Street. Mitigation: Mitigation of this impact would require changing the northbound approach geometry from a shared left-through-right lane to a shared left-through lane and a right-turn lane. This modification can be made within the existing roadway width.