07/1841 - Response to Information Request [As Published] · 132007.1841

Movement Summary Page | of 1

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INTERSECTION

Movement Summary

Proposed Business Park (Shire Business Centre Noosaville)

Connector Road / Loop Road Roundabout_P.M

Roundabout

Vehicle Movements

 

95%

Deg of Aver Aver

 

 

 

 

Dem Flow Level of Back of Prop. Eff. Stop
Mov ID Turn %HV Satn Delay . Speed
(veh/h) (v/c) (sec) Service ae Queued Rate (km/h)
Loop Road (E)
4 L 11 0.0 0.196 8.4 LOS A 8 0.53 0.68 48.3
6 R 158 0.0 0.197 13.8 LOS B 8 0.53 0.78 44.2
Approach 169 0.0 0.197 13.5 LOS B 8 0.53 0.77 44.5
Connector Road (N)
7 L 67 3.0 0.349 5.4 LOS A 19 0.07 0.45 51.8
9 R 497 3.0 0.348 10.2 LOS B 19 0.07 0.65 47.1
Approach 564 3.0 0.348 9.6 LOSA 19 0.07 0.63 47.6
Loop Road (SW)
30 L 1134 3.0 0.425 5.1 LOS A 25 0.39 0.46 50.5
32 R 11 0.0 0.423 10.8 LOS B 24 0.40 0.65 45.8
Approach 1145 3.0 0.425 5.1 LOSA 25 0.39 0.46 50.5
All Vehicles 1878 2.7 0.425 7.2 LOS A 25 0.31 0.54 49.0

 

Symbols which may appear in this table:

Following Degree of Saturation
# x = 1.00 for Short Lane with resulting Excess Flow
* x = 1.00 due to minimum capacity

Following LOS
# - Based on density for continuous movements

Following Queue
# - Density for continuous movement

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SIDRA SOLUTIONS

Site: Connector Road / Loop Road
F:\Burchill VDM's Work Folder\- Active Jobs\QC070576 - Lot 3\Traffic\SIDRA\Roundabouts on Loop Road.aap
Processed Dec 13, 2007 02:47:34PM

A0463, Burchill VDM Pty Ltd, Large Office

Produced by SIDRA Intersection 3.2.0.1455

Copyright 2000-2007 Akcelik and Associates Pty Ltd
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