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

Movement Summary Page | of 2

SIDRA -_=
INTERSECTION

Movement Summary

Proposed Business Park (Shire Business Centre Noosaville)

Loop Road / E5 B3 Access Roundabout_PM

Roundabout

Vehicle Movements

 

 

 

 

 

 

Dem Flow Deg of Aver Level of Back of Prop. Eff. Stop Aver
Mov ID Turn WHY Satn Delay ‘ : Speed
{veh/h) (v/c) (sec) Service ene Queued Rate (km/h)
Loop Road (S)
1 L 5 16.7 0.667 9.8 LOS A 62 0.67 0.69 46.6
2 T 821 3.0 0.698 77 LOS A 62 0.67 0.62 47.7
3 R 5 16.7 0.667 13.5 LOS B 62 0.67 0.70 43.9
Approach 833 3.2 0.698 7.7 LOS A 62 0.67 0.62 47.7
B3 Access (E)
4 L 5 16.7 0.082 75 LOS A 3 0.48 0.61 49.0
5 T 5 16.7 0.082 7.5 LOS A 3 0.48 0.61 49.0
6 R 65 3.1 0.083 13.3 LOS B 3 0.48 0.70 44.6
Approach 77 5.2 0.083 12.4 Los B 3 0.48 0.68 45.2
Loop Road (N)
7 L 27 3.6 0.315 5.4 LOS A 17 0.10 0.45 51.7
8 T 348 29 0.315 4.5 LOS A 17 0.10 0.38 52.8
9 R 119 3.4 0.315 11.3 LOS B 17 0.10 0.66 46.2
Approach 495 3.0 0.315 6.2 LOSA 17 0.10 0.45 50.9
E5 B3 Access (W)
10 L 241 2.9 0.445 13.0 LOS B 30 0.89 0.99 44.3
11 T 5 16.7 0.462 12.0 LOS B 30 0.89 0.98 45.3
12 R s 16.7 0.462 18.9 LOS B 30 0.89 0.93 40.6
Approach 253 3.6 0.446 13.1 Los B 30 0.89 0.98 44.2
All Vehicles 1658 3.3 0.698 8.3 LOSA 62 0.53 0.63 47.9

 

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: Loop Road / ES & B3 Access
F:\Burchill VOM's Work Folder\- Active Jobs\QC070576 - Lot 3\Traffic\SIDRA\Roundabouts on Loop Road.aap
Processed Dec 13, 2007 02:47:26PM

A0463, Burchill VDM Pty Ltd, Large Office
Produced by SIDRA Intersection 3.2.0.1455

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