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Appendix D Traffic Impact Analysis - westplainseis.com

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MOVEMENT SUMMARY<br />

Craig Rd./Hwy. 902 (YEAR 2032 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 7 2.0 0.208 16.5 LOS B 1.4 34.3 0.67 0.95 28.5<br />

8T T 112 2.0 0.211 9.2 LOS A 1.4 34.3 0.67 0.76 31.3<br />

8R R 7 2.0 0.208 10.3 LOS B 1.4 34.3 0.67 0.80 31.2<br />

Approach 126 2.0 0.211 9.7 LOS B 1.4 34.3 0.67 0.77 31.1<br />

East: SR 902<br />

1L L 19 1.0 0.525 14.2 LOS B 4.5 113.1 0.57 0.84 29.6<br />

6T T 384 1.0 0.525 4.3 LOS A 4.5 113.1 0.57 0.48 29.1<br />

6R R 87 1.0 0.525 6.5 LOS A 4.5 113.1 0.57 0.62 29.2<br />

Approach 490 1.0 0.526 5.1 LOS B 4.5 113.1 0.57 0.52 29.2<br />

North: Craig Rd.<br />

7L L 124 1.0 0.745 19.5 LOS B 10.1 254.8 0.90 1.09 24.2<br />

4T T 166 1.0 0.746 14.2 LOS B 10.1 254.8 0.90 1.03 27.8<br />

4R R 247 1.0 0.747 13.6 LOS B 10.1 254.8 0.90 1.05 25.6<br />

Approach 537 1.0 0.747 15.2 LOS B 10.1 254.8 0.90 1.05 25.9<br />

West: SR 902<br />

5L L 87 1.0 0.667 15.2 LOS B 6.9 173.8 0.74 0.98 26.2<br />

2T T 384 1.0 0.669 8.3 LOS A 6.9 173.8 0.74 0.82 28.4<br />

2R R 12 1.0 0.679 10.9 LOS B 6.9 173.8 0.74 0.86 30.6<br />

Approach 483 1.0 0.669 9.6 LOS B 6.9 173.8 0.74 0.85 28.0<br />

All Vehicles 1636 1.1 0.747 10.1 LOS B 10.1 254.8 0.73 0.81 27.8<br />

Level of Service (Aver. Int. Delay): LOS B. 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 />

Processed: Thursday, February 10, 2011 11:44:04 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\SR902-Craig Rd\2032 Alt3-Buildout-<br />

SR902.sip<br />

8000011, DAVID EVANS & ASSOCIATES INC, SINGLE

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