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Traffic Engineering Report · MCU23/0096
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19915 Traffic Engineering Report
Good Shepherd Lutheran College, Noosaville
March 2023
The results of analysis for the existing traffic flows at the intersection indicate the
intersection operates adequately in the morning and afternoon peak periods. The
limit for acceptable operations and practical capacity (degree of saturation) for a
roundabout is 0.850 and analysis indicates the intersection is currently operating with
spare capacity and acceptable queues and delays.
7.3 Walter Hay Drive & Eenie Creek Road
The roundabout has been analysed for the peak hour and results are provided.
Figure 22 – Aerial of Walter Hay Drive & Eenie Creek Road Roundabout
Please note the PM peak occurred between 3:00pm and 4:00pm for this roundabout,
however to maintain consistency flows for 2:30 to 3:30pm have been chosen for
school peak hour analysis.
Page 27
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