Appendix D Traffic Impact Analysis - westplainseis.com

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PROJECT:
DAVID EVANS and ASSOCIATES, INC.
Project Location: Spokane County, WA
INTERSECTION: CRAIG RD & HWY 902
DATE OF COUNT: SEPTEMBER 03, 2009
PM PEAK HOUR BREAKDOWN
APPROACH MOVEMENT 4:15 PM 4:30 PM 4:45 PM 5:00 PM
pass trk pass trk pass trk pass trk TOTAL P.H.F. Pct. Trucks
Left 13 0 11 0 16 0 10 0 50 0.78125
Eastbound Through 85 1 75 1 58 1 63 0 284 0.825581
Right 0 0 4 0 3 0 2 0 9 0.5625
Total 98 1 90 1 77 1 75 0 343
App. Total 99 91 78 75 0.87463557
Left 5 0 4 0 0 0 5 0 14 0.7
Westbound Through 55 0 74 0 70 0 85 0 284 0.835294
Right 6 0 6 0 5 0 5 0 22 0.916667
Total 66 0 84 0 75 0 95 0 320
App. Total 66 84 75 95 0
Left 2 0 0 1 0 0 2 0 5 0.625
Northbound Through 7 0 16 0 9 0 15 0 47 0.734375
Right 3 0 0 0 0 0 2 0 5 0.416667
Total 12 0 16 1 9 0 19 0 57
App. Total 12 17 9 19 1.75438596
Left 8 0 9 0 15 0 11 0 43 0.716667
Southbound Through 19 1 16 0 11 0 33 0 80 0.606061
Right 49 3 36 0 31 0 49 0 168 0.807692
Total 76 4 61 0 57 0 93 0 291
App. Total 80 61 57 93 1.37457045
Total Vehicle Volume 252 5 251 2 218 1 282 0 1011 0.896277
Total Intersection Volume 257 253 219 282 0.79129575
DEA - Spokane County - 3 Hr PM - Craig Rd & Hwy 902.xls 6/7/2010