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/McFarlane 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Eastbound Through 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
App. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Pct Trucks #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Left 10 0 7 0 15 0 13 0 8 1 10 0 6 0 14 0 10 0 12 0 7 0 8 0
Westbound Through 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Right 5 0 1 2 3 3 3 3 2 2 1 0 3 1 0 2 1 2 3 0 2 1 1 0
App. Total 15 0 8 2 18 3 16 3 10 3 11 0 9 1 14 2 11 2 15 0 9 1 9 0
Pct Trucks 0.00 20.00 14.29 15.79 23.08 0.00 10.00 12.50 15.38 0.00 10.00 0.00
Left 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Northbound Through 22 2 29 1 17 0 18 1 16 0 21 2 22 0 25 2 16 2 18 0 27 1 14 0
Right 9 0 8 0 1 0 9 0 11 0 4 0 5 0 11 0 4 0 11 0 8 1 9 0
App. Total 31 2 37 1 18 0 27 1 27 0 25 2 27 0 36 2 20 2 29 0 35 2 23 0
Pct Trucks 6.06 2.63 0.00 3.57 0.00 7.41 0.00 5.26 9.09 0.00 5.41 0.00
Left 5 1 4 0 1 2 1 0 4 1 2 0 1 2 1 0 2 0 4 0 10 0 3 0
Southbound Through 31 2 26 2 21 0 26 0 43 2 24 1 27 0 32 0 35 0 31 0 32 0 35 0
Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
App. Total 36 3 30 2 22 2 27 0 47 3 26 1 28 2 33 0 37 0 35 0 42 0 38 0
Pct Trucks 7.69 6.25 8.33 0.00 6.00 3.70 6.67 0.00 0.00 0.00 0.00 0.00
Total Intersection Volume 82 5 75 5 58 5 70 4 84 6 62 3 64 3 83 4 68 4 79 0 86 3 70 0
Intersection Pct Trucks 5.75 6.25 7.94 5.41 6.67 4.62 4.48 4.60 5.56 0.00 3.37 0.00
Intersection Total Pct Intersection Total Pct
One Hour Volumes Trucks One Hour Volumes Trucks PM PEAK HOUR VOLUME
3:00 6.250 4:15 291 4.811
304
3:15 307 6.515 4:30 305 3.607
3:30 292 6.164 4:45 327 3.364
3:45 296 5.405 5:00 310 2.258
4:00 309 5.178
PM PEAK HOUR BREAKDOWN Truck % #DIV/0! 0.00% 0.00%
P.H.F. #DIV/0! 0.93 0.43
4:45 5:00 5:15 5:30 Volume 0 130 17
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 0 0 0 0 0 0 0 0 0 #DIV/0!
Right 0 0 0 0 0 0 0 0 0 #DIV/0!
App. Total 0 0 0 0 0 0 0 0 0 #DIV/0!
Pct Trucks #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Truck % P.H.F. Volume Volume P.H.F. Truck %
Left 14 0 10 0 12 0 7 0 43 0.767857 #DIV/0! #DIV/0! 0 11 0.92 45.45%
Westbound Through 0 0 0 0 0 0 0 0 0 #DIV/0!
Right 0 2 1 2 3 0 2 1 11 0.916667 #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0!
App. Total 14 2 11 2 15 0 9 1 54 0.84375
Pct Trucks 12.50 15.38 0.00 10.00 9.259259 #DIV/0! #DIV/0! 0 43 0.77 0.00%
Left 0 0 0 0 0 0 0 0 0 #DIV/0!
Northbound Through 25 2 16 2 18 0 27 1 91 0.8125
Right 11 0 4 0 11 0 8 1 35 0.795455
App. Total 36 2 20 2 29 0 35 2 126 0.828947
Pct Trucks 5.26 9.09 0.00 5.41 4.761905
Left 1 0 2 0 4 0 10 0 17 0.425
Southbound Through 32 0 35 0 31 0 32 0 130 0.928571 Volume 0 91 35
Right 0 0 0 0 0 0 0 0 0 #DIV/0! P.H.F. #DIV/0! 0.81 0.80
App. Total 33 0 37 0 35 0 42 0 147 0.875 Truck % #DIV/0! 5.49% 2.86%
Pct Trucks 0.00
0.00
0.00
0.00
0
Intersection Volume 83 4 68 4 79 0 86 3 327 0.918539
Intersection Pct Trucks 4.60 5.56 0.00 3.37 3.363914