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Appendix D Traffic Impact Analysis - westplainseis.com

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MOVEMENT SUMMARY<br />

Craig Rd./Hwy. (YEAR 2032 PM PEAK, ALT1 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 235 1.0 1.164 183.5 LOS F 19.7 497.1 1.00 1.52 6.6<br />

8T T 116 1.0 1.164 182.7 LOS F 15.9 401.1 1.00 1.71 6.2<br />

8R R 92 1.0 0.057 0.0 X X X X 0.43 34.9<br />

Approach 443 1.0 1.164 145.2 LOS F 19.7 497.1 0.79 1.34 7.7<br />

East: Hwy. 2<br />

1L L 110 1.0 0.961 42.6 LOS D 22.0 554.7 1.00 1.55 16.8<br />

6T T 1864 1.0 0.961 39.2 LOS D 24.6 619.8 1.00 1.58 15.9<br />

6R R 619 1.0 0.708 17.0 LOS B 7.1 178.9 0.87 1.05 22.5<br />

Approach 2593 1.0 0.961 34.0 LOS C 24.6 619.8 0.97 1.45 17.2<br />

North: Craig Rd.<br />

7L L 465 1.0 1.199 167.7 LOS F 28.6 721.3 1.00 2.07 6.7<br />

4T T 102 1.0 1.199 156.8 LOS F 28.6 721.3 1.00 2.09 7.0<br />

4R R 265 1.0 0.165 0.0 X X X X 0.33 32.1<br />

Approach 831 1.0 1.199 113.0 LOS F 28.6 721.3 0.68 1.52 8.8<br />

West: Hwy. 2<br />

5L L 357 1.0 0.438 10.0 LOS B 2.7 68.1 0.72 0.88 23.7<br />

2T T 2121 1.0 1.020 52.9 LOS D 34.8 876.2 1.00 1.86 14.2<br />

2R R 314 1.0 0.196 0.0 X X X X 0.44 34.8<br />

Approach 2792 1.0 1.020 41.5 LOS D 34.8 876.2 0.85 1.57 16.2<br />

All Vehicles 6660 1.0 1.199 54.4 LOS D 34.8 876.2 0.87 1.50 13.8<br />

X: Not applicable for Continuous movement.<br />

Level of Service (LOS) Method: Delay (HCM 2000).<br />

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

Vehicle movement LOS values are based on average delay per movement<br />

Intersection and Approach LOS values are based on average delay for all vehicle movements.<br />

Roundabout Capacity Model: SIDRA Standard.<br />

HCM Delay Model used.<br />

Processed: Thursday, July 14, 2011 4:52:01 PM Copyright © 2000-2011 Akcelik and Associates Pty Ltd<br />

SIDRA INTERSECTION 5.1.3.1990<br />

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

Project: P:\S\SPTR00000001\0600INFO\<strong>Traffic</strong>\April 2011-Final TIA\Sidra\Craig-Hwy.2\2032 Alt1-Buildout-Craig-<br />

REV-7=14-11.sip<br />

8000011, DAVID EVANS & ASSOCIATES INC, SINGLE

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