Appendix D Traffic Impact Analysis - westplainseis.com

MOVEMENT SUMMARY
Middle Dwy./Hwy. (YEAR 2032 PM PEAK, Alt 2 Buildout)
West Plains Development
Roundabout
Site: Roundabout
Movement Performance - Vehicles
Mov ID Turn
Demand
Deg. Average Level of 95% Back of Queue Prop. Effective Average
Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed
veh/h % v/c sec veh ft per veh mph
East: Hwy. 2
6T T 2065 1.0 0.886 25.3 LOS C 17.7 446.6 0.99 0.93 19.3
6R R 242 1.0 0.151 0.0 X X X X 0.33 32.1
Approach 2307 1.0 0.886 22.6 LOS C 17.7 446.6 0.88 0.86 20.2
North: Middle Dwy.
7L L 196 1.0 0.371 23.3 LOS C 2.2 55.5 0.93 1.01 19.5
4R R 195 1.0 0.121 0.0 X X X X 0.33 32.1
Approach 391 1.0 0.371 11.7 LOS B 2.2 55.5 0.47 0.67 23.9
West: Hwy. 2
5L L 252 1.0 0.330 8.7 LOS A 1.6 40.9 0.45 0.70 24.2
2T T 2044 1.0 0.821 18.6 LOS B 11.0 277.3 0.79 0.65 22.5
Approach 2296 1.0 0.821 17.5 LOS B 11.0 277.3 0.75 0.65 22.7
All Vehicles 4994 1.0 0.886 19.4 LOS B 17.7 446.6 0.79 0.75 21.6
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (HCM 2000).
Roundabout LOS Method: Same as Signalised Intersections.
Vehicle movement LOS values are based on average delay per movement
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
HCM Delay Model used.
Processed: Wednesday, July 13, 2011 10:43:46 AM Copyright © 2000-2011 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 5.1.3.1990
www.sidrasolutions.com
Project: P:\S\SPTR00000001\0600INFO\Traffic\April 2011-Final TIA\Sidra\7-12-11\Hwy.2-Middle Dwy\2032 Alt2-
Buildout-Middle.sip
8000011, DAVID EVANS & ASSOCIATES INC, SINGLE