Appendix D Traffic Impact Analysis - westplainseis.com

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MOVEMENT SUMMARY Craig Rd./Hwy. 902 (YEAR 2032 Base PM PEAK) West Plains Development Roundabout Site: Roundabout Movement Performance - Vehicles Mov ID Turn Demand Deg. Average Level of 95% Back of Queue Prop. Effective Average Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed veh/h % v/c sec veh ft per veh mph South: Craig Rd. 3L L 7 2.0 0.123 15.6 LOS B 0.7 18.4 0.58 0.90 28.9 8T T 68 2.0 0.123 8.3 LOS A 0.7 18.4 0.58 0.67 31.7 8R R 7 2.0 0.123 9.4 LOS A 0.7 18.4 0.58 0.72 31.6 Approach 81 2.0 0.124 9.0 LOS B 0.7 18.4 0.58 0.69 31.4 East: SR 902 1L L 19 1.0 0.429 13.5 LOS B 3.4 85.1 0.43 0.84 29.9 6T T 384 1.0 0.432 3.6 LOS A 3.4 85.1 0.43 0.39 29.9 6R R 33 1.0 0.433 5.7 LOS A 3.4 85.1 0.43 0.54 29.7 Approach 437 1.0 0.432 4.2 LOS B 3.4 85.1 0.43 0.42 29.9 North: Craig Rd. 7L L 61 1.0 0.556 15.7 LOS B 5.2 130.2 0.74 0.97 25.8 4T T 111 1.0 0.556 10.4 LOS B 5.2 130.2 0.74 0.84 30.3 4R R 229 1.0 0.556 9.8 LOS A 5.2 130.2 0.74 0.85 27.8 Approach 401 1.0 0.556 10.8 LOS B 5.2 130.2 0.74 0.86 28.1 West: SR 902 5L L 71 1.0 0.547 12.1 LOS B 4.2 107.0 0.53 0.85 27.6 2T T 384 1.0 0.547 5.1 LOS A 4.2 107.0 0.53 0.51 29.4 2R R 12 1.0 0.556 7.7 LOS A 4.2 107.0 0.53 0.64 31.7 Approach 468 1.0 0.547 6.2 LOS B 4.2 107.0 0.53 0.56 29.1 All Vehicles 1387 1.1 0.556 7.1 LOS A 5.2 130.2 0.56 0.61 29.2 Level of Service (Aver. Int. Delay): LOS A. Based on average delay for all vehicle movements. LOS Method: Delay (HCM). Level of Service (Worst Movement): LOS B. LOS Method for individual vehicle movements: Delay (HCM). Approach LOS values are based on the worst delay for any vehicle movement. Roundabout LOS Method: Same as Signalised Intersections. Roundabout Capacity Model: SIDRA Standard. Processed: Thursday, February 10, 2011 11:28:24 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd SIDRA INTERSECTION 5.0.5.1510 www.sidrasolutions.com Project: P:\S\SPTR00000001\0600INFO\Traffic\February-2011-TIA\Sidra\SR902-Craig Rd\2032 Base-SR902.sip 8000011, DAVID EVANS & ASSOCIATES INC, SINGLE
QUEUE DISTANCE Largest 95% Back of Queue for any lane used by movement (feet) Craig Rd./Hwy. 902 (YEAR 2032 Base PM PEAK) West Plains Development Roundabout Site: Roundabout Craig Rd. 130 130 130 107 SR 902 85 85 SR 902 85 107 107 18 18 18 Craig Rd. Colour code based on Queue Storage Ratio [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0] Continuous Processed: Thursday, February 10, 2011 11:28:24 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd SIDRA INTERSECTION 5.0.5.1510 www.sidrasolutions.com Project: P:\S\SPTR00000001\0600INFO\Traffic\February-2011-TIA\Sidra\SR902-Craig Rd\2032 Base-SR902.sip 8000011, DAVID EVANS & ASSOCIATES INC, SINGLE
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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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APPENDIX F SIDRA ANALYSIS WORKSHEET
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MOVEMENT SUMMARY Craig Rd./Hwy. (YE
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INTERSECTION SUMMARY Craig Rd./Hwy.
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QUEUE DISTANCE Largest 95% Back of
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INTERSECTION SUMMARY Craig Rd./Hwy.
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INTERSECTION SUMMARY Middle Dwy./Hw
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MOVEMENT SUMMARY Middle Dwy./Hwy. (
Page 449 and 450: INTERSECTION SUMMARY Middle Dwy./Hw
Page 451 and 452: QUEUE DISTANCE Largest 95% Back of
Page 453 and 454: MOVEMENT SUMMARY Middle Dwy./Hwy. (
Page 457: QUEUE DISTANCE Largest 95% Back of
Page 460 and 461: MOVEMENT SUMMARY Craig Rd./Hwy. 902
Page 462 and 463: INTERSECTION SUMMARY Craig Rd./Hwy.
Page 474 and 475: YEAR 2032 SIDRA ANALYSIS WORKSHEETS
Page 476 and 477: MOVEMENT SUMMARY Craig Rd./Hwy. (YE
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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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Page 524 and 525: 8 Hour-100%-Minimum Volume - Middle
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Page 528 and 529: 8 Hour-100%-Minimum Volume - SR-902
Page 530 and 531: 8 Hour-100%-Minimum Volume - SR-902
Page 532: ADDENDUM TO TRAFFIC IMPACT ANALYSIS
Page 535 and 536: overall site plan would not be sign
Page 537 and 538: In lieu of the various mitigations
Page 539 and 540: Project Proportional Share: 29.8% F
Page 541 and 542: Hwy 2 / Fairchild AFB: Modify signa
Page 544 and 545: Attachment B: Two Roundabout Access
Page 546 and 547: Attachment C: Operational Analysis
Page 548 and 549: HCM Signalized Intersection Capacit
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LEVEL OF SERVICE SUMMARY West Dwy./
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MOVEMENT SUMMARY West Dwy./Hwy. (YE
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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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LEVEL OF SERVICE SUMMARY Craig Rd./
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Appendix D Traffic Impact Analysis - westplainseis.com

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