Appendix D Traffic Impact Analysis - westplainseis.com

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TRIP GENERATION LAND USE: SHOPPING CENTER TRIP GENERATION CALCULATIONS ARE BASED ON THE ITE TRIP GENERATION, 8TH EDITION. THE ITE LAND USE CODE IS SHOPPING CENTER (820) PH 1 PH 2 PH 2 PH 3 155.145 0 96.634 205.000 ksf PH 1 PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Equation: T = 0.67* Ln(X) + 3.37 ENTER: 49% EXIT: 51% T = 854 VPD 418 VPD 436 VPD PH X PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Equation: T = 0.67* Ln(X) + 3.37 ENTER: 49% EXIT: 51% T = #NUM! VPH #NUM! VPH #NUM! VPH PH X PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Equation: T = 0.67* Ln(X) + 3.37 T = - VPH ENTER: 49% - VPH EXIT: 51% - VPH PH 2 PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Equation: T=2.40(X) + 21.48 T = 253 VPH ENTER: 44% 111 VPH EXIT: 56% 142 VPH Note: Specialty Retail Center (ITE Code:814) PH 3 PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Equation: T=2.40(X) + 21.48 T = 513 VPH ENTER: 44% 226 VPH EXIT: 56% 287 VPH Note: Specialty Retail Center (ITE Code:814) 2/10/2011
TRIP GENERATION LAND USE: MEDICAL-DENTAL OFFICE BUILDING TRIP GENERATION CALCULATIONS ARE BASED ON THE ITE TRIP GENERATION, 8TH EDITION. THE ITE LAND USE CODE IS MEDICAL-DENTAL OFFICE BUILDING (720) PH 1 41.633 ksf PH I PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Equation: Ln(T) = 0.88* Ln(X) + 1.59 ENTER: 27% EXIT: 73% T = 131 VPH 35 VPH 96 VPH 1/21/2011
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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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Page 93 and 94: 8. CONCLUSIONS Based upon the techn
Page 95 and 96: 9. RECOMMENDATIONS Mitigation recom
Page 97 and 98: Hwy 2 / Hayford: Optimize signal ti
Page 99: Hwy 2 / Fairchild AFB: Modify signa
Page 102 and 103: APPENDIX A TRAFFIC COUNT DATA Appen
Page 104 and 105: PROJECT: West Plains Development DA
Page 112 and 113: 1 PROJECT: DAVID EVANS and ASSOCIAT
Page 114 and 115: PROJECT: Project Location INTERSECT
Page 116 and 117: Pipeline (Year 2012) Int. # INTERSE
Page 122 and 123: APPENDIX C TRIP GENERATION/INTERNAL
Page 126 and 127: TRIP GENERATION LAND USE: Quality S
Page 128 and 129: TRIP GENERATION LAND USE: POLICE ST
Page 130 and 131: TRIP GENERATION LAND USE: SHOPPING
Page 136 and 137: TRIP GENERATION LAND USE: SHOPPING
Page 142 and 143: ITE Multi-Use Project Internal Capt
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HCM Signalized Intersection Capacit
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HCM Unsignalized Intersection Capac
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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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MOVEMENT SUMMARY Craig Rd./6th Ave.
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MOVEMENT SUMMARY Craig Rd./Dwy. Nor
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8 Hour-100%-Minimum Volume - Craig-
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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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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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