Appendix D Traffic Impact Analysis - westplainseis.com

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8 Hour-100%-Minimum Volume - SR-902-Hwy.2 1B 2012 Background + Alt2, Build Northbound Southbound Eastbound Westbound Higher Minor Major Approaches PM Pk 118 453 363 391 0.6 Midnight 9 35 28 30 35 58 0.37 1:00 AM 6 21 17 18 21 36 0.4 2:00 AM 6 23 19 20 23 38 0.48 3:00 AM 7 28 22 24 28 46 1.16 4:00 AM 17 67 54 58 67 112 3.69 5:00 AM 56 213 171 184 213 355 4.38 6:00 AM 66 253 203 218 253 421 5.58 7:00 AM 84 322 258 278 322 537 5.38 8:00 AM 81 311 249 268 311 517 4.94 9:00 AM 74 285 229 246 285 475 5.5 10:00 AM 83 318 255 274 318 529 7.02 11:00 AM 106 406 325 350 406 675 7.54 Noon 113 436 349 376 436 725 7.53 1:00 PM 113 435 349 376 435 724 8.09 2:00 PM 122 467 375 403 467 778 8.05 3:00 PM 121 465 373 401 465 774 7.84 4:00 PM 118 453 363 391 453 754 6.27 5:00 PM 94 362 290 313 362 603 4.31 6:00 PM 65 249 200 215 249 415 3.01 7:00 PM 45 174 139 150 174 289 2.86 8:00 PM 43 165 132 143 165 275 2.22 9:00 PM 33 128 103 111 128 214 1.68 10:00 PM 25 97 78 84 97 162 1.11 11:00 PM 17 64 51 55 64 107 1A 2012 Background + Alt2, Build Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 118 453 363 391 0.6 Midnight 9 35 28 30 35 58 0.37 1:00 AM 6 21 17 18 21 36 0.4 2:00 AM 6 23 19 20 23 38 0.48 3:00 AM 7 28 22 24 28 46 1.16 4:00 AM 17 67 54 58 67 112 3.69 5:00 AM 56 213 171 184 213 355 4.38 6:00 AM 66 253 203 218 253 421 5.58 7:00 AM 84 322 258 278 322 537 5.38 8:00 AM 81 311 249 268 311 517 4.94 9:00 AM 74 285 229 246 285 475 5.5 10:00 AM 83 318 255 274 318 529 7.02 11:00 AM 106 406 325 350 406 675 7.54 Noon 113 436 349 376 436 725 7.53 1:00 PM 113 435 349 376 435 724 8.09 2:00 PM 122 467 375 403 467 778 8.05 3:00 PM 121 465 373 401 465 774 7.84 4:00 PM 118 453 363 391 453 754 6.27 5:00 PM 94 362 290 313 362 603 4.31 6:00 PM 65 249 200 215 249 415 3.01 7:00 PM 45 174 139 150 174 289 2.86 8:00 PM 43 165 132 143 165 275 2.22 9:00 PM 33 128 103 111 128 214 1.68 10:00 PM 25 97 78 84 97 162 1.11 11:00 PM 17 64 51 55 64 107 8 Hour-100%-Minimum Volume - SR-902-Hwy.2
8 Hour-100%-Minimum Volume - SR-902-Hwy.2 1B 2012 Background + Alt3, Buildout Northbound Southbound Eastbound Westbound Higher Minor Major Approaches PM Pk 97 413 356 367 0.6 Midnight 7 32 27 28 32 55 0.37 1:00 AM 5 19 17 17 19 34 0.4 2:00 AM 5 21 18 19 21 37 0.48 3:00 AM 6 25 22 22 25 44 1.16 4:00 AM 14 61 53 54 61 107 3.69 5:00 AM 46 194 168 173 194 340 4.38 6:00 AM 54 231 199 205 231 404 5.58 7:00 AM 69 294 253 261 294 515 5.38 8:00 AM 67 283 244 252 283 496 4.94 9:00 AM 61 260 224 231 260 456 5.5 10:00 AM 68 290 250 257 290 507 7.02 11:00 AM 87 370 319 329 370 647 7.54 Noon 93 397 342 353 397 695 7.53 1:00 PM 93 397 342 352 397 694 8.09 2:00 PM 100 426 367 379 426 746 8.05 3:00 PM 100 424 366 377 424 742 7.84 4:00 PM 97 413 356 367 413 723 6.27 5:00 PM 78 330 285 294 330 578 4.31 6:00 PM 53 227 196 202 227 397 3.01 7:00 PM 37 159 137 141 159 278 2.86 8:00 PM 35 151 130 134 151 264 2.22 9:00 PM 27 117 101 104 117 205 1.68 10:00 PM 21 89 76 79 89 155 1.11 11:00 PM 14 58 50 52 58 102 1A 2012 Background + Alt3, Buildout Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 97 413 356 367 0.6 Midnight 7 32 27 28 32 55 0.37 1:00 AM 5 19 17 17 19 34 0.4 2:00 AM 5 21 18 19 21 37 0.48 3:00 AM 6 25 22 22 25 44 1.16 4:00 AM 14 61 53 54 61 107 3.69 5:00 AM 46 194 168 173 194 340 4.38 6:00 AM 54 231 199 205 231 404 5.58 7:00 AM 69 294 253 261 294 515 5.38 8:00 AM 67 283 244 252 283 496 4.94 9:00 AM 61 260 224 231 260 456 5.5 10:00 AM 68 290 250 257 290 507 7.02 11:00 AM 87 370 319 329 370 647 7.54 Noon 93 397 342 353 397 695 7.53 1:00 PM 93 397 342 352 397 694 8.09 2:00 PM 100 426 367 379 426 746 8.05 3:00 PM 100 424 366 377 424 742 7.84 4:00 PM 97 413 356 367 413 723 6.27 5:00 PM 78 330 285 294 330 578 4.31 6:00 PM 53 227 196 202 227 397 3.01 7:00 PM 37 159 137 141 159 278 2.86 8:00 PM 35 151 130 134 151 264 2.22 9:00 PM 27 117 101 104 117 205 1.68 10:00 PM 21 89 76 79 89 155 1.11 11:00 PM 14 58 50 52 58 102 8 Hour-100%-Minimum Volume - SR-902-Hwy.2
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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 Middle Dwy./Hw
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MOVEMENT SUMMARY Middle Dwy./Hwy. (
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MOVEMENT SUMMARY Craig Rd./Hwy. 902
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YEAR 2032 SIDRA ANALYSIS WORKSHEETS
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Page 480 and 481: QUEUE DISTANCE Largest 95% Back of
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Page 484 and 485: INTERSECTION SUMMARY Craig Rd./Hwy.
Page 488 and 489: MOVEMENT SUMMARY Middle Dwy./Hwy. (
Page 490 and 491: INTERSECTION SUMMARY Middle Dwy./Hw
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Page 496 and 497: INTERSECTION SUMMARY Middle Dwy./Hw
Page 500 and 501: MOVEMENT SUMMARY Craig Rd./Hwy. 902
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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
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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 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
Page 550: HCM Signalized Intersection Capacit
Page 553 and 554: LEVEL OF SERVICE SUMMARY West Dwy./
Page 556 and 557: MOVEMENT SUMMARY West Dwy./Hwy. (YE
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Page 572 and 573: MOVEMENT SUMMARY West RB 2032 Alt.1
Page 577 and 578: 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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