Appendix D Traffic Impact Analysis - westplainseis.com

PROJECT: West Plains Development
DAVID EVANS AND ASSOCIATES INC.
JOB NO: SPTR00000001 908 N Howard St. #300
INTERSECTION: Craig Road/Deno Road Spokane, Wa 99021
DATE OF COUNT: July 2, 2009
APPROACH
MOVEMENT
TRAFFIC COUNT REDUCTION WORKSHEET
15 Minute Period Beginning @
PM PEAK HOURS
Ph: (509) 327-8697
Fax: (509) 327-7345
3:00 3:15 3:30 3:45 4:00 4:15 4:30 4:45 5:00 5:15 5:30 5:45
pass trk pass trk pass trk pass trk pass trk pass trk pass trk pass trk pass trk pass trk pass trk pass trk
Left 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Through 2 0 0 0 1 0 1 0 0 0 2 0 0 0 1 0 1 0 3 0 2 0 0 0
Right 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0
App. Total 2 0 0 0 2 0 1 0 0 0 3 0 1 0 2 0 2 0 4 0 3 0 0 0
Pct Trucks 0.00 #DIV/0! 0.00 0.00 #DIV/0! 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0!
Left 10 0 1 0 3 0 3 0 4 0 3 0 1 0 3 0 4 0 1 0 3 0 6 0
Westbound Through 2 0 1 0 1 0 1 0 1 0 0 0 1 0 1 0 1 0 3 0 3 0 2 0
Right 5 1 7 0 11 0 7 0 5 0 9 0 9 0 9 0 12 0 6 0 8 0 12 0
App. Total 17 1 9 0 15 0 11 0 10 0 12 0 11 0 13 0 17 0 10 0 14 0 20 0
Pct Trucks 5.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Left 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 1 0 2 0 0 0 2 0
Northbound Through 7 0 2 0 2 0 6 0 7 0 3 0 1 0 3 0 5 0 5 0 7 0 2 0
Right 7 0 5 0 1 0 4 0 9 0 7 0 7 0 5 0 5 0 4 0 2 0 7 0
App. Total 14 0 7 0 4 0 10 0 16 0 10 0 9 0 9 0 11 0 11 0 9 0 11 0
Pct Trucks 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Left 7 0 3 0 5 0 4 0 5 0 5 0 5 0 4 0 6 0 8 0 8 0 4 0
Southbound Through 2 0 3 1 3 0 4 0 2 0 7 0 2 0 4 0 1 0 4 0 3 0 6 0
Right 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0
App. Total 9 0 6 1 8 0 8 0 7 0 12 0 8 0 8 0 7 0 12 0 11 0 10 0
Pct Trucks 0.00 14.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total Intersection Volume 42 1 22 1 29 0 30 0 33 0 37 0 29 0 32 0 37 0 37 0 37 0 41 0
Intersection Pct Trucks 2.33 4.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Intersection Total Pct Intersection Total Pct
One Hour Volumes Trucks One Hour Volumes Trucks PM PEAK HOUR VOLUME
3:00 1.600 4:15 135 0.000
125
3:15 115 0.870 4:30 135 0.000
3:30 129 0.000 4:45 143 0.000
3:45 129 0.000 5:00 152 0.000
4:00 131 0.000
PM PEAK HOUR BREAKDOWN Truck % #DIV/0! 0.00% 0.00%
P.H.F. #DIV/0! 0.58 0.81
5:00 5:15 5:30 5:45 Volume 0 14 26
APPROACH MOVEMENT
pass trk pass trk pass trk pass trk TOTAL P.H.F.
Left 0 0 0 0 0 0 0 0 0 #DIV/0!
Eastbound Through 1 0 3 0 2 0 0 0 6 0.5
Right 1 0 1 0 1 0 0 0 3 0.75
App. Total 2 0 4 0 3 0 0 0 9 0.5625
Pct Trucks 0.00 0.00 0.00 #DIV/0!
0 Truck % P.H.F. Volume Volume P.H.F. Truck %
Left 4 0 1 0 3 0 6 0 14 0.583333 #DIV/0! #DIV/0! 0 38 0.79 0.00%
Westbound Through 1 0 3 0 3 0 2 0 9 0.75
Right 12 0 6 0 8 0 12 0 38 0.791667 0.00% 0.50 6 9 0.75 0.00%
App. Total 17 0 10 0 14 0 20 0 61 0.7625
Pct Trucks 0.00 0.00 0.00 0.00
0 0.00% 0.75 3 14 0.58 0.00%
Left 1 0 2 0 0 0 2 0 5 0.625
Northbound Through 5 0 5 0 7 0 2 0 19 0.678571
Right 5 0 4 0 2 0 7 0 18 0.642857
App. Total 11 0 11 0 9 0 11 0 42 0.954545
Pct Trucks 0.00 0.00 0.00 0.00
0
Left 6 0 8 0 8 0 4 0 26 0.8125
Southbound Through 1 0 4 0 3 0 6 0 14 0.583333 Volume 5 19 18
Right 0 0 0 0 0 0 0 0 0 #DIV/0! P.H.F. 0.63 0.68 0.64
App. Total 7 0 12 0 11 0 10 0 40 0.833333 Truck % 0.00% 0.00% 0.00%
Pct Trucks 0.00
0.00
0.00
0.00
0
Intersection Volume 37 0 37 0 37 0 41 0 152 0.926829
Intersection Pct Trucks 0.00 0.00 0.00 0.00
0