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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 14 ‐ Traffic Analysis of Eenie Creek Road Roundabout 2022 Peak
Eenie Creek Road Roundabout Geometry
Peak Approach LOS DOS Delay (sec) Queue (m)
2022 Walter Hay Drive S B 0.736 11.1 52.4
AM Eenie Creek Road E A 0.466 5.5 29.8
Peak Walter Hay Drive N B 0.732 13.0 46.8
Eenie Creek Road W C 0.676 20.8 83.2
2022 Walter Hay Drive S A 0.563 8.9 32.1
PM Eenie Creek Road E A 0.568 6.9 41.3
Peak Walter Hay Drive N B 0.716 11.9 43.7
Eenie Creek Road W A 0.529 9.7 42.2
*LOS – Level of Service & DOS – Degree of Saturation
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