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Attach 7 Apndx8.7-Appen D&E
APPENDIX D BASELINE CONDITIONS LOS CALCULATION WORKSHEETS o ~ z o~ oo oo ~ ' , o o o o o o o o z ooo oo~ ooo~oo oooo ~ ooo ooo oooooo oooo 2 ~ o § o APPENDIX E BASELINE PLUS PROJECT CONDITIONS LOS CALCULATION WORKSHEETS .. T o oo oo ,.~ o o o o ~ o ~ o · .=, G o o o § o ~ o :ooo ~o : ~ o c: o o o o ~ o o o o o o~ o o o ~, o o o ~ o o MITIG8 - App + Proj. AM Fri Jun 27, 2003 18:24:31 Page 1-1 Baseline Plus IKEA Center AM Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #692 Arnold Road/IKEA Minor Driveway #2 [BASELINE] Cycle (sec): 100 Critical Vol./Cap. (X): 0.042 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 6.9 Optimal Cycle: 0 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L T - R L - T - R L - T - R L T - R Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Volume Module: Base Vol: 0 0 0 36 0 0 0 0 0 0 0 38 Growth Adj: 1.00 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 36 0 0 0 0 0 0 0 38 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 Fur: 0 0 0 36 0 0 0 0 0 0 0 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 36 0 0 0 0 0 0 0 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 36 0 0 0 0 0 0 0 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 36 0 0 0 0 0 0 0 38 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: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 0 0 858 0 0 0 0 0 0 0 1057 Capacity Analysis Module: Vol/Sat: xxxxxxxx xxxx 0.04 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.04 0.0 0.0 0.O 7.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.5 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Crit Moves: Delay/Veh: Delay Adj: AdjDel/Veh: 0.0 0.0 LOS by Move: * * ApproachDel: xxxxxx Delay Adj: xxxxx ApprAdjDel: xxxxxx LOS by Appr: * 0.0 7.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.5 * A * * * * * * * A 7.3 xxxx~x 6.5 1.00 xxxxx 1.00 7.3 xxxxxx 6.5 A * A Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS, LAFAYETTE MITIG8 - App + Proj. PM Fri Jun 27, 2003 18:24:56 Page 1-1 Baseline Plus IKEA Center PM Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #692 Arnold Road/IKEA Minor Driveway #2 [BASELINE] Cycle (sec): 100 Critical Vol./Cap. (X): 0.159 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 7.6 optimal Cycle: 0 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L T - R Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Volume Module: Base Vol: 0 0 0 129 0 0 0 0 0 0 0 138 Growth Adj: 1.00 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 0 129 0 0 0 0 0 0 0 138 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 Fu~: 0 0 0 129 0 0 0 0 0 0 0 138 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: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 129 0 0 0 0 0 0 0 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 129 0 0 0 0 0 0 0 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 129 0 0 0 0 0 0 0 138 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: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 0 0 809 0 0 0 0 0 0 0 978 Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.16 xxxx xxxx xxxx xxxx x~,xx xxxx xxxx 0.14 Crit Moves: **** Delay/Veh: 0.0 0.0 0.0 8.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 8.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.2 LOS by Move: * * * A * * * * * * * A ApproachDel: xxxxxx 8.1 xxxxxx 7.2 Delay Adj: x3ocxx 1.00 xx~¢xx 1.00 ApprAdjDel: xxxxxx 8.1 xxxxxx 7.2 LOS by Appr: * A * A Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS, LAFAYETTE MITIG8 - App + Proj. Sat Fri Jun 27, 2003 18:25:25 Page 1-1 Baseline Plus IKEA Center SATURDAY Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #692 Arnold Road/IKEA Minor Driveway #2 [BASELINE] Cycle (sec): 100 Critical Vol./Cap. (X): 0.499 Loss Time (sec): 0 (Y+R = 4 sec) Average Delay (sec/veh): 10.9 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T R Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Volume Module: Base Vol: 0 0 0 368 0 0 0 0 0 0 0 305 Growth Adj: 1.00 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 0 368 0 0 0 0 0 0 0 305 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 Fur: 0 0 0 368 0 0 0 0 0 0 0 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 368 0 0 0 0 0 0 0 305 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 368 0 0 0 0 0 0 0 305 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 368 0 0 0 0 0 0 0 305 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: 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 Final Sat.: 0 0 0 738 0 0 0 0 0 0 0 820 Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.50 xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.37 0.0 0.0 0.0 12.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.4 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 Crit Moves: Delay/Veh: Delay Adj: AdjDel/Veh: 0.0 0.0 LOS by Move: * ApproachDel: xxxxxx Delay Adj: xxxxx ApprAdjDel: xxxxxx LOS by Appr: 0.0 12.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.1 xxxxxx 9.4 1.00 xxxxx 1.00 12.1 xxxxxx 9.4 B * A 9.4 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to FEHR & PEERS, LAFAYETTE