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Traffic Engineering Report · MCU23/0096
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19915 Traffic Engineering Report
Good Shepherd Lutheran College, Noosaville
March 2023
Table 12 – Operational Performance for the PM 15 min Peak
Peak Approach LOS DOS Delay (sec) Queue (m)
2022 Eumundi Road S A 0.506 6.0 30.8
15 min GSLC Access B 0.334 10.2 13.3
PM Eumundi Road n A 0.492 7.8 24.8
Peak Goodchap Street B 0.686 19.4 57.1
Results indicate that the roundabout operates adequately in the critical afternoon
school 15 minute peak period.
7.2 Eumundi Road & Walter Hay Drive
The roundabout has been analysed for the peak hour and results are provided.
Figure 19 – Aerial of Eumundi Road & Walter Hay Drive Roundabout
Page 24
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