Appendix D Traffic Impact Analysis - westplainseis.com

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8 Hour-100%-Minimum Volume - Craig-Hwy.2 1A 2012 Background Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 104 128 1268 1079 0.6 Midnight 8 10 97 83 10 180 0.37 1:00 AM 5 6 60 51 6 111 0.4 2:00 AM 5 7 65 55 7 120 0.48 3:00 AM 6 8 78 66 8 144 1.16 4:00 AM 15 19 188 160 19 347 3.69 5:00 AM 49 60 597 508 60 1105 4.38 6:00 AM 58 72 708 603 72 1311 5.58 7:00 AM 74 91 902 768 91 1670 5.38 8:00 AM 71 88 870 740 88 1611 4.94 9:00 AM 66 81 799 680 81 1479 5.5 10:00 AM 73 90 890 757 90 1646 7.02 11:00 AM 93 115 1135 966 115 2102 7.54 Noon 100 123 1219 1038 123 2257 7.53 1:00 PM 100 123 1218 1036 123 2254 8.09 2:00 PM 107 132 1308 1113 132 2422 8.05 3:00 PM 107 131 1302 1108 131 2410 7.84 4:00 PM 104 128 1268 1079 128 2347 6.27 5:00 PM 83 102 1014 863 102 1877 4.31 6:00 PM 57 70 697 593 70 1290 3.01 7:00 PM 40 49 487 414 49 901 2.86 8:00 PM 38 47 463 394 47 856 2.22 9:00 PM 29 36 359 306 36 665 1.68 10:00 PM 22 27 272 231 27 503 1.11 11:00 PM 15 18 180 153 18 332 8 Hour-100%-Minimum Volume - Craig-Hwy.2 1B 2012 Background Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 104 128 1268 1079 0.6 Midnight 8 10 97 83 10 180 0.37 1:00 AM 5 6 60 51 6 111 0.4 2:00 AM 5 7 65 55 7 120 0.48 3:00 AM 6 8 78 66 8 144 1.16 4:00 AM 15 19 188 160 19 347 3.69 5:00 AM 49 60 597 508 60 1105 4.38 6:00 AM 58 72 708 603 72 1311 5.58 7:00 AM 74 91 902 768 91 1670 5.38 8:00 AM 71 88 870 740 88 1611 4.94 9:00 AM 66 81 799 680 81 1479 5.5 10:00 AM 73 90 890 757 90 1646 7.02 11:00 AM 93 115 1135 966 115 2102 7.54 Noon 100 123 1219 1038 123 2257 7.53 1:00 PM 100 123 1218 1036 123 2254 8.09 2:00 PM 107 132 1308 1113 132 2422 8.05 3:00 PM 107 131 1302 1108 131 2410 7.84 4:00 PM 104 128 1268 1079 128 2347 6.27 5:00 PM 83 102 1014 863 102 1877 4.31 6:00 PM 57 70 697 593 70 1290 3.01 7:00 PM 40 49 487 414 49 901 2.86 8:00 PM 38 47 463 394 47 856 2.22 9:00 PM 29 36 359 306 36 665 1.68 10:00 PM 22 27 272 231 27 503 1.11 11:00 PM 15 18 180 153 18 332
8 Hour-100%-Minimum Volume - Craig-Hwy.2 1B 2012 Background + Alternative 1, Phase 1 Northbound Southbound Eastbound Westbound Higher Minor Major Approaches PM Pk 308 300 1771 1538 0.6 Midnight 24 23 136 118 24 253 0.37 1:00 AM 15 14 84 73 15 156 0.4 2:00 AM 16 15 90 78 16 169 0.48 3:00 AM 19 18 108 94 19 203 1.16 4:00 AM 46 44 262 228 46 490 3.69 5:00 AM 145 141 834 724 145 1557 4.38 6:00 AM 172 168 989 859 172 1849 5.58 7:00 AM 219 214 1260 1095 219 2355 5.38 8:00 AM 211 206 1215 1055 211 2271 4.94 9:00 AM 194 189 1116 969 194 2085 5.5 10:00 AM 216 210 1242 1079 216 2321 7.02 11:00 AM 276 269 1586 1377 276 2963 7.54 Noon 296 289 1703 1479 296 3182 7.53 1:00 PM 296 288 1701 1477 296 3178 8.09 2:00 PM 318 310 1827 1587 318 3415 8.05 3:00 PM 316 308 1818 1579 316 3398 7.84 4:00 PM 308 300 1771 1538 308 3309 6.27 5:00 PM 246 240 1416 1230 246 2646 4.31 6:00 PM 169 165 974 846 169 1819 3.01 7:00 PM 118 115 680 590 118 1270 2.86 8:00 PM 112 109 646 561 112 1207 2.22 9:00 PM 87 85 501 436 87 937 1.68 10:00 PM 66 64 380 330 66 709 1.11 11:00 PM 44 42 251 218 44 468 1A 2012 Background + Alternative 1, Phase 1 Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 308 300 1771 1538 0.6 Midnight 24 23 136 118 24 253 0.37 1:00 AM 15 14 84 73 15 156 0.4 2:00 AM 16 15 90 78 16 169 0.48 3:00 AM 19 18 108 94 19 203 1.16 4:00 AM 46 44 262 228 46 490 3.69 5:00 AM 145 141 834 724 145 1557 4.38 6:00 AM 172 168 989 859 172 1849 5.58 7:00 AM 219 214 1260 1095 219 2355 5.38 8:00 AM 211 206 1215 1055 211 2271 4.94 9:00 AM 194 189 1116 969 194 2085 5.5 10:00 AM 216 210 1242 1079 216 2321 7.02 11:00 AM 276 269 1586 1377 276 2963 7.54 Noon 296 289 1703 1479 296 3182 7.53 1:00 PM 296 288 1701 1477 296 3178 8.09 2:00 PM 318 310 1827 1587 318 3415 8.05 3:00 PM 316 308 1818 1579 316 3398 7.84 4:00 PM 308 300 1771 1538 308 3309 6.27 5:00 PM 246 240 1416 1230 246 2646 4.31 6:00 PM 169 165 974 846 169 1819 3.01 7:00 PM 118 115 680 590 118 1270 2.86 8:00 PM 112 109 646 561 112 1207 2.22 9:00 PM 87 85 501 436 87 937 1.68 10:00 PM 66 64 380 330 66 709 1.11 11:00 PM 44 42 251 218 44 468 8 Hour-100%-Minimum Volume - Craig-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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MOVEMENT SUMMARY Craig Rd./Hwy. 902
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Page 470 and 471: QUEUE DISTANCE Largest 95% Back of
Page 472 and 473: MOVEMENT SUMMARY Craig Rd./Hwy. 902
Page 474 and 475: YEAR 2032 SIDRA ANALYSIS WORKSHEETS
Page 476 and 477: MOVEMENT SUMMARY Craig Rd./Hwy. (YE
Page 478 and 479: INTERSECTION SUMMARY Craig Rd./Hwy.
Page 482 and 483: MOVEMENT SUMMARY Craig Rd./Hwy. (YE
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 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 528 and 529: 8 Hour-100%-Minimum Volume - SR-902
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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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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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