Appendix D Traffic Impact Analysis - westplainseis.com

MOVEMENT SUMMARY
Middle Dwy./Hwy. (YEAR 2032 Base PM PEAK)
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 1705 1.0 0.703 3.8 LOS A 8.3 210.4 0.59 0.42 29.2
6R R 78 1.0 0.049 4.3 NA 9 NA 9 NA 9 NA 9 0.41 31.4
Approach 1784 1.0 0.703 3.8 LOS A 8.3 210.4 0.57 0.42 29.3
North: Middle Dwy.
7L L 147 1.0 0.191 17.1 LOS B 1.1 27.8 0.80 0.93 24.7
4R R 5 1.0 0.003 4.3 NA 9 NA 9 NA 9 NA 9 0.41 31.4
Approach 152 1.0 0.191 16.6 LOS B 1.1 27.8 0.77 0.92 24.9
West: Hwy. 2
5L L 140 1.0 0.209 11.6 LOS B 1.1 28.0 0.37 0.68 27.0
2T T 2052 1.0 0.836 5.5 LOS A 13.6 341.6 0.78 0.56 28.5
Approach 2192 1.0 0.836 5.9 LOS B 13.6 341.6 0.75 0.57 28.4
All Vehicles 4128 1.0 0.836 5.4 LOS A 13.6 341.6 0.67 0.52 28.6
Level of Service (Aver. Int. Delay): LOS A. Based on average delay for all vehicle movements. LOS Method: Delay (HCM).
Level of Service (Worst Movement): LOS B. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.
Roundabout LOS Method: Same as Signalised Intersections.
Roundabout Capacity Model: SIDRA Standard.
9 Continuous movement
Processed: Thursday, February 10, 2011 11:10:17 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd
SIDRA INTERSECTION 5.0.5.1510
www.sidrasolutions.com
Project: P:\S\SPTR00000001\0600INFO\Traffic\February-2011-TIA\Sidra\Hwy.2-Middle Dwy\2032 Base-Middle.sip
8000011, DAVID EVANS & ASSOCIATES INC, SINGLE