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Engineering Roads Report (Traffic)
Noosa Fair and Bowls Club Redevelopment
© 2013 - TTM Consulting Pty Ltd Reference No: 12SCT0068
7. Road Network Performance
Analysis of the intersections identified above has been undertaken, utilising Sidra Intersection
Analysis Software. This analysis includes base case scenarios with background growth only, and
the addition of Pinaroo Way with the development cases only.
The summary of these results are below, with the Sidra files provided in Appendix B.
7.1 Analysis of Noosa Drive / Coral Tree Ave Intersection
This analysis includes the addition of Pinaroo Way in development cases only. Table 7.1 gives a
summary of the outputs for the various traffic cases applied to the intersection.
Table 7.1: Summary of Sidra Outputs – Noosa Drive / Coral Tree Ave
th
Case Highest Highest / Worst 95 Percentile Critical Queue (m)
Degree of Average Level
Saturation Delay of South East North West
Service
(secs)
2012 Thursday PM Current 31.1% 12.7 / 5.8 B 9.5 - 15.3 1.1
Case
2016 Thursday PM Base 35.1% 13.0 / 5.8 B 11.1 - 18.2 1.3
Case
2016 Thursday PM Project 52.9% 15.3 / 8.7 B 26.2 22.2 30.8 2.6
Case
2026 Thursday PM Base 47.5% 13.8 / 5.9 B 17.0 - 29.9 2.0
Case
2026 Thursday PM Project 72.7% 25.1 / 11.6 C 44.5 61.3 63.6 4.8
Case
2012 Saturday Current Case 29.5% 12.7 / 5.7 B 9.3 - 14.2 0.8
2016 Saturday Base Case 33.3% 13.0 / 5.8 B 10.9 - 16.9 1.0
2016 Saturday Project Case 50.0% 14.9 / 8.5 B 25.1 20.3 28.2 2.1
2026 Saturday Base Case 45.0% 13.8 / 5.8 B 16.6 - 27.3 1.6
2026 Saturday Project Case 68.2% 21.7 / 10.4 C 41.9 49.3 50.8 3.8
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