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Appendix D Traffic Impact Analysis - westplainseis.com

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MOVEMENT SUMMARY<br />

Craig Rd./Hwy. (YEAR 2012 PM PEAK, ALT.3,Buildout)<br />

West Plains Development<br />

Roundabout<br />

Site: Roundabout<br />

Movement Performance - Vehicles<br />

Mov ID Turn<br />

Demand<br />

Deg. Average Level of 95% Back of Queue Prop. Effective Average<br />

Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed<br />

veh/h % v/c sec veh ft per veh mph<br />

South: Craig Rd.<br />

3L L 143 1.0 0.316 18.7 LOS B 1.9 47.8 0.81 0.96 26.6<br />

8T T 43 1.0 0.162 14.7 LOS B 0.8 20.0 0.81 0.89 28.1<br />

8R R 71 1.0 0.044 5.9 NA 9 NA 9 NA 9 NA 9 0.49 34.1<br />

Approach 257 1.0 0.316 14.5 LOS B 1.9 47.8 0.58 0.82 28.5<br />

East: Hwy. 2<br />

1L L 88 1.0 0.565 14.2 LOS B 5.1 129.7 0.63 0.85 29.7<br />

6T T 1232 1.0 0.564 4.0 LOS A 5.2 130.1 0.62 0.45 29.0<br />

6R R 166 1.0 0.124 4.8 LOS A 0.7 18.8 0.28 0.44 30.1<br />

Approach 1486 1.0 0.564 4.7 LOS B 5.2 130.1 0.58 0.47 29.2<br />

North: Craig Rd.<br />

7L L 122 1.0 0.186 16.7 LOS B 1.1 27.8 0.78 0.94 25.0<br />

4T T 40 1.0 0.186 10.8 LOS B 1.1 27.8 0.78 0.87 29.8<br />

4R R 77 1.0 0.048 4.3 NA 9 NA 9 NA 9 NA 9 0.41 31.4<br />

Approach 239 1.0 0.186 11.7 LOS B 1.1 27.8 0.53 0.76 27.4<br />

West: Hwy. 2<br />

5L L 100 1.0 0.129 12.1 LOS B 0.7 18.4 0.44 0.70 26.8<br />

2T T 1487 1.0 0.612 5.1 LOS A 6.0 151.2 0.61 0.50 29.2<br />

2R R 219 1.0 0.137 6.1 NA 9 NA 9 NA 9 NA 9 0.50 34.0<br />

Approach 1806 1.0 0.612 5.6 LOS B 6.0 151.2 0.53 0.51 29.5<br />

All Vehicles 3788 1.0 0.612 6.2 LOS A 6.0 151.2 0.55 0.53 29.2<br />

Level of Service (Aver. Int. Delay): LOS A. Based on average delay for all vehicle movements. LOS Method: Delay (HCM).<br />

Level of Service (Worst Movement): LOS B. LOS Method for individual vehicle movements: Delay (HCM).<br />

Approach LOS values are based on the worst delay for any vehicle movement.<br />

Roundabout LOS Method: Same as Signalised Intersections.<br />

Roundabout Capacity Model: SIDRA Standard.<br />

9 Continuous movement<br />

Processed: Wednesday, February 09, 2011 11:19:51 AM Copyright © 2000-2010 Akcelik & Associates Pty Ltd<br />

SIDRA INTERSECTION 5.0.5.1510<br />

www.sidrasolutions.<strong>com</strong><br />

Project: P:\S\SPTR00000001\0600INFO\<strong>Traffic</strong>\February-2011-TIA\Sidra\Craig-Hwy.2\Alt3-Buildout-Craig.sip<br />

8000011, DAVID EVANS & ASSOCIATES INC, SINGLE

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