Appendix D Traffic Impact Analysis - westplainseis.com

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YEAR 2032 SIDRA ANALYSIS WORKSHEETS Appendices
INTERSECTION SUMMARY Craig Rd./Hwy. (YEAR 2032 Base PM PEAK) West Plains Development Roundabout Site: Roundabout Intersection Performance - Hourly Values Performance Measure Vehicles Persons Demand Flows (Total) 4961 veh/h 5964 pers/h Percent Heavy Vehicles 1.0 % Degree of Saturation 0.822 Practical Spare Capacity 3.4 % Effective Intersection Capacity 6038 veh/h Control Delay (Total) 14.09 veh-h/h 16.91 pers-h/h Control Delay (Average) 10.2 sec 10.2 sec Control Delay (Worst Lane) 24.2 sec Control Delay (Worst Movement) 24.2 sec 24.2 sec Geometric Delay (Average) 4.6 sec Stop-Line Delay (Average) 5.6 sec Level of Service (Aver. Int. Delay) LOS B Level of Service (Worst Movement) LOS C Level of Service (Worst Lane) LOS C 95% Back of Queue - Vehicles (Worst Lane) 12.9 veh 95% Back of Queue - Distance (Worst Lane) 325.4 ft Total Effective Stops 4425 veh/h 5310 pers/h Effective Stop Rate 0.89 per veh 0.89 per pers Proportion Queued 0.77 0.77 Performance Index 111.4 111.4 Travel Distance (Total) 1797.1 veh-mi/h 2156.5 pers-mi/h Travel Distance (Average) 1913 ft 1909 ft Travel Time (Total) 65.4 veh-h/h 78.5 pers-h/h Travel Time (Average) 47.5 sec 47.4 sec Travel Speed 27.5 mph 27.5 mph Cost (Total) 1057.87 $/h 1057.87 $/h Fuel Consumption (Total) 81.0 gal/h Carbon Dioxide (Total) 767.2 kg/h Hydrocarbons (Total) 1.270 kg/h Carbon Monoxide (Total) 55.67 kg/h NOx (Total) 1.719 kg/h LOS (Aver. Int. Delay) for Vehicles is based on average delay for all vehicle movements. LOS Method: Delay (HCM). LOS Method for individual vehicle movements and lanes: Delay (HCM). Roundabout LOS Method: Same as Signalised Intersections. Roundabout Capacity Model: SIDRA Standard. Intersection Performance - Annual Values Performance Measure Vehicles Persons Demand Flows (Total) 2,381,420 veh/y 2,862,504 pers/y Delay 6,765 veh-h/y 8,117 pers-h/y Effective Stops 2,123,919 veh/y 2,548,702 pers/y Travel Distance 862,593 veh-mi/y 1,035,112 pers-mi/y Travel Time 31,404 veh-h/y 37,684 pers-h/y Cost 507,778 $/y 507,778 $/y Fuel Consumption 38,896 gal/y Carbon Dioxide 368,236 kg/y Hydrocarbons 610 kg/y Carbon Monoxide 26,723 kg/y NOx 825 kg/y Processed: Thursday, February 10, 2011 10:45:12 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd SIDRA INTERSECTION 5.0.5.1510 www.sidrasolutions.<strong>com</strong> Project: P:\S\SPTR00000001\0600INFO\<strong>Traffic</strong>\February-2011-TIA\Sidra\Craig-Hwy.2\2032 Base-Craig.sip
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APPENDIX D TRAFFIC IMPACT ANALYSIS
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TABLE OF CONTENTS 1. EXECUTIVE SUMM
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Table 7. Alternative 1 - PM Peak Ho
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• 10,480-square-foot Tribal Cultu
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Hwy. 2 / Hayford Rd. S 2012 - Phase
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Hwy 2 / Lundstrom: Restripe and wid
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2032 Alternative 2 Mitigations (in
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Table ES- 2. Operational Analysis S
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Table ES- 4. Operational Analysis S
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INTERSECTION MITIGATION - ALTERNATI
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MITIGATION-ALT 2, CONTINUED 2012 PM
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MITIGATION-ALT 3, CONTINUED INTERSE
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• 41,633-square-foot commercial d
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Project Site J 908 N. Howard St. St
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J Map from Friedmutter Group, Decem
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2.5 Methodology The weekday PM peak
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2.7 Applicable Standards, Policies
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3. EXISTING CONDITIONS 3.1 Street N
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3.5 Traffic Volumes The bulk of int
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Pipeline Project Description and As
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4.4 Operational Analysis and Level
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5. TRIP GENERATION and DISTRIBUTION
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5.3 Trip Generation - Alternative 2
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5.6 Trip Reductions and Net New Tri
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5.7 Trip Distribution (Proposed Pro
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6.1.2 ALTERNATIVE 1 - 2015 Phase 2
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6.1.4 ALTERNATIVE 1 - MITIGATION Th
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Listed below are improvements recom
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6.1.5 ALTERNATIVE 2 - 2012 Buildout
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MITIGATION-ALT 2, CONTINUED 2012 PM
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6.1.8 ALTERNATIVE 3 - MITIGATION Th
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The Spokane Tribe should work with
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Table 22. Level of Service for 2032
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Alternative 3 is projected to gener
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2032 Alternative 2 Mitigations:
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8. CONCLUSIONS Based upon the techn
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9. RECOMMENDATIONS Mitigation recom
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Hwy 2 / Hayford: Optimize signal ti
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Hwy 2 / Fairchild AFB: Modify signa
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APPENDIX A TRAFFIC COUNT DATA Appen
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PROJECT: West Plains Development DA
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1 PROJECT: DAVID EVANS and ASSOCIAT
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PROJECT: Project Location INTERSECT
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Pipeline (Year 2012) Int. # INTERSE
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APPENDIX C TRIP GENERATION/INTERNAL
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TRIP GENERATION LAND USE: SHOPPING
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TRIP GENERATION LAND USE: Quality S
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TRIP GENERATION LAND USE: POLICE ST
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ITE Multi-Use Project Internal Capt
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APPENDIX E SYNCHRO WORKSHEETS Appen
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HCM Unsignalized Intersection Capac
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HCM Signalized Intersection Capacit
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APPENDIX E4 YEAR 2019 EXISTING PLUS
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APPENDIX E6 ALTERNATIVE 1 YEAR 2015
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YEAR 2032 SYNCHRO WORKSHEETS Append
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Page 423 and 424: HCM Signalized Intersection Capacit
Page 425: APPENDIX F SIDRA ANALYSIS WORKSHEET
Page 428 and 429: MOVEMENT SUMMARY Craig Rd./Hwy. (YE
Page 430 and 431: INTERSECTION SUMMARY Craig Rd./Hwy.
Page 432 and 433: QUEUE DISTANCE Largest 95% Back of
Page 443 and 444: INTERSECTION SUMMARY Middle Dwy./Hw
Page 447 and 448: MOVEMENT SUMMARY Middle Dwy./Hwy. (
Page 457: QUEUE DISTANCE Largest 95% Back of
Page 460 and 461: MOVEMENT SUMMARY Craig Rd./Hwy. 902
Page 510: QUEUE DISTANCE Largest 95% Back of
Page 513 and 514: MOVEMENT SUMMARY Craig Rd./6th Ave.
Page 516 and 517: MOVEMENT SUMMARY Craig Rd./Dwy. Nor
Page 520 and 521: 8 Hour-100%-Minimum Volume - Craig-
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8 Hour-100%-Minimum Volume - Middle
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8 Hour-100%-Minimum Volume - Middle
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8 Hour-100%-Minimum Volume - SR-902
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8 Hour-100%-Minimum Volume - SR-902
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ADDENDUM TO TRAFFIC IMPACT ANALYSIS
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overall site plan would not be sign
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In lieu of the various mitigations
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Project Proportional Share: 29.8% F
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Hwy 2 / Fairchild AFB: Modify signa
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Attachment B: Two Roundabout Access
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Attachment C: Operational Analysis
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LEVEL OF SERVICE SUMMARY West Dwy./
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MOVEMENT SUMMARY West Dwy./Hwy. (YE
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QUEUE DISTANCE Largest 95% Back of
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MOVEMENT SUMMARY West Dwy./Hwy. (YE
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MOVEMENT SUMMARY West RB 2032 Alt.1
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LEVEL OF SERVICE SUMMARY West RB 20
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MOVEMENT SUMMARY West RB 2032 Alt.3
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LEVEL OF SERVICE SUMMARY Middle Dwy
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MOVEMENT SUMMARY Middle Dwy./Hwy. (
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LEVEL OF SERVICE SUMMARY Craig Rd./
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Appendix D Traffic Impact Analysis - westplainseis.com

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