Appendix D Traffic Impact Analysis - westplainseis.com

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8 Hour-100%-Minimum Volume - SR-902-Hwy.2 8 Hour-100%-Minimum Volume - SR-902-Hwy.2 1A 2015 Background + Alt1, Ph2 Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 136 494 371 411 0.6 Midnight 10 38 28 31 38 60 0.37 1:00 AM 6 23 18 19 23 37 0.4 2:00 AM 7 25 19 21 25 40 0.48 3:00 AM 8 30 23 25 30 48 1.16 4:00 AM 20 73 55 61 73 116 3.69 5:00 AM 64 233 175 193 233 368 4.38 6:00 AM 76 276 207 230 276 437 5.58 7:00 AM 97 352 264 293 352 557 5.38 8:00 AM 93 339 255 282 339 537 4.94 9:00 AM 86 311 234 259 311 493 5.5 10:00 AM 95 347 260 288 347 549 7.02 11:00 AM 122 442 332 368 442 700 7.54 Noon 131 475 357 395 475 752 7.53 1:00 PM 131 474 356 395 474 751 8.09 2:00 PM 140 510 383 424 510 807 8.05 3:00 PM 140 507 381 422 507 803 7.84 4:00 PM 136 494 371 411 494 782 6.27 5:00 PM 109 395 297 329 395 625 4.31 6:00 PM 75 272 204 226 272 430 3.01 7:00 PM 52 190 142 158 190 300 2.86 8:00 PM 50 180 135 150 180 285 2.22 9:00 PM 39 140 105 116 140 221 1.68 10:00 PM 29 106 80 88 106 168 1.11 11:00 PM 19 70 53 58 70 111 1B 2015 Background + Alt1, Ph2 Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 136 494 371 411 0.6 Midnight 10 38 28 31 38 60 0.37 1:00 AM 6 23 18 19 23 37 0.4 2:00 AM 7 25 19 21 25 40 0.48 3:00 AM 8 30 23 25 30 48 1.16 4:00 AM 20 73 55 61 73 116 3.69 5:00 AM 64 233 175 193 233 368 4.38 6:00 AM 76 276 207 230 276 437 5.58 7:00 AM 97 352 264 293 352 557 5.38 8:00 AM 93 339 255 282 339 537 4.94 9:00 AM 86 311 234 259 311 493 5.5 10:00 AM 95 347 260 288 347 549 7.02 11:00 AM 122 442 332 368 442 700 7.54 Noon 131 475 357 395 475 752 7.53 1:00 PM 131 474 356 395 474 751 8.09 2:00 PM 140 510 383 424 510 807 8.05 3:00 PM 140 507 381 422 507 803 7.84 4:00 PM 136 494 371 411 494 782 6.27 5:00 PM 109 395 297 329 395 625 4.31 6:00 PM 75 272 204 226 272 430 3.01 7:00 PM 52 190 142 158 190 300 2.86 8:00 PM 50 180 135 150 180 285 2.22 9:00 PM 39 140 105 116 140 221 1.68 10:00 PM 29 106 80 88 106 168 1.11 11:00 PM 19 70 53 58 70 111
8 Hour-100%-Minimum Volume - SR-902-Hwy.2 8 Hour-100%-Minimum Volume - SR-902-Hwy.2 1A 2019 Background + Alt1, Ph3 Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 150 531 376 428 0.6 Midnight 11 41 29 33 41 62 0.37 1:00 AM 7 25 18 20 25 38 0.4 2:00 AM 8 27 19 22 27 41 0.48 3:00 AM 9 33 23 26 33 49 1.16 4:00 AM 22 79 56 63 79 119 3.69 5:00 AM 71 250 177 201 250 378 4.38 6:00 AM 84 297 210 239 297 449 5.58 7:00 AM 107 378 268 305 378 572 5.38 8:00 AM 103 364 258 294 364 552 4.94 9:00 AM 95 335 237 270 335 507 5.5 10:00 AM 105 373 264 300 373 564 7.02 11:00 AM 134 475 337 383 475 720 7.54 Noon 144 511 362 412 511 773 7.53 1:00 PM 144 510 361 411 510 772 8.09 2:00 PM 155 548 388 442 548 830 8.05 3:00 PM 154 545 386 439 545 826 7.84 4:00 PM 150 531 376 428 531 804 6.27 5:00 PM 120 425 301 342 425 643 4.31 6:00 PM 82 292 207 235 292 442 3.01 7:00 PM 58 204 144 164 204 309 2.86 8:00 PM 55 194 137 156 194 293 2.22 9:00 PM 42 150 106 121 150 228 1.68 10:00 PM 32 114 81 92 114 172 1.11 11:00 PM 21 75 53 61 75 114 1B 2019 Background + Alt1, Ph3 Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 150 531 376 428 0.6 Midnight 11 41 29 33 41 62 0.37 1:00 AM 7 25 18 20 25 38 0.4 2:00 AM 8 27 19 22 27 41 0.48 3:00 AM 9 33 23 26 33 49 1.16 4:00 AM 22 79 56 63 79 119 3.69 5:00 AM 71 250 177 201 250 378 4.38 6:00 AM 84 297 210 239 297 449 5.58 7:00 AM 107 378 268 305 378 572 5.38 8:00 AM 103 364 258 294 364 552 4.94 9:00 AM 95 335 237 270 335 507 5.5 10:00 AM 105 373 264 300 373 564 7.02 11:00 AM 134 475 337 383 475 720 7.54 Noon 144 511 362 412 511 773 7.53 1:00 PM 144 510 361 411 510 772 8.09 2:00 PM 155 548 388 442 548 830 8.05 3:00 PM 154 545 386 439 545 826 7.84 4:00 PM 150 531 376 428 531 804 6.27 5:00 PM 120 425 301 342 425 643 4.31 6:00 PM 82 292 207 235 292 442 3.01 7:00 PM 58 204 144 164 204 309 2.86 8:00 PM 55 194 137 156 194 293 2.22 9:00 PM 42 150 106 121 150 228 1.68 10:00 PM 32 114 81 92 114 172 1.11 11:00 PM 21 75 53 61 75 114
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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 478 and 479: INTERSECTION SUMMARY Craig Rd./Hwy.
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Page 482 and 483: MOVEMENT SUMMARY Craig Rd./Hwy. (YE
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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
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 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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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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