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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.1,PH.1)<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 174 1.0 0.446 21.4 LOS C 3.0 75.5 0.86 1.01 25.4<br />

8T T 86 1.0 0.308 15.1 LOS B 1.7 43.3 0.85 0.93 27.8<br />

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

Approach 331 1.0 0.446 16.5 LOS C 3.0 75.5 0.68 0.88 27.4<br />

East: Hwy. 2<br />

1L L 88 1.0 0.648 15.7 LOS B 7.1 179.1 0.74 0.93 29.0<br />

6T T 1337 1.0 0.649 5.4 LOS A 7.2 181.1 0.73 0.64 28.4<br />

6R R 229 1.0 0.177 5.0 LOS A 1.1 28.8 0.35 0.47 29.9<br />

Approach 1654 1.0 0.649 5.9 LOS B 7.2 181.1 0.68 0.63 28.7<br />

North: Craig Rd.<br />

7L L 172 1.0 0.331 18.9 LOS B 2.2 54.3 0.84 0.98 24.1<br />

4T T 73 1.0 0.332 12.7 LOS B 2.2 54.3 0.85 0.93 28.7<br />

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

Approach 323 1.0 0.332 14.0 LOS B 2.2 54.3 0.64 0.83 26.4<br />

West: Hwy. 2<br />

5L L 100 1.0 0.139 12.5 LOS B 0.8 19.8 0.50 0.73 26.6<br />

2T T 1562 1.0 0.693 6.7 LOS A 8.3 209.0 0.75 0.71 28.6<br />

2R R 242 1.0 0.151 6.1 NA 9 NA 9 NA 9 NA 9 0.50 34.0<br />

Approach 1904 1.0 0.693 6.9 LOS B 8.3 209.0 0.64 0.69 29.1<br />

All Vehicles 4212 1.0 0.693 7.8 LOS A 8.3 209.0 0.66 0.69 28.5<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 C. 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: Tuesday, February 08, 2011 1:21:51 PM 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\Alt1-PH1-Craig.sip<br />

8000011, DAVID EVANS & ASSOCIATES INC, SINGLE

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