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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 13 ‐ Traffic Analysis of Walter Hay Drive Roundabout 2022 Peak
Walter Hay Drive Roundabout Geometry
Peak Approach LOS DOS Delay (sec) Queue (m)
2022 Eumundi Road S B 0.779 11.6 61.5
AM Walter Hay Drive B 0.596 13.4 32.2
Peak Eumundi Road N A 0.572 7.5 38.4
Venture Drive B 0.574 16.8 27.2
2022 Eumundi Road S A 0.596 8.2 34.1
PM Walter Hay Drive B 0.527 13.5 26.6
Peak Eumundi Road N A 0.577 6.8 37.0
Venture Drive B 0.519 13.5 23.3
*LOS – Level of Service & DOS – Degree of Saturation
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