2016-02-02 I&S Committee - Item 4 - Attachment 1 - Noosa Traffic Study

5.5 Year 2036 capacity analysis – Peregian Beach South
Capacity analysis under predicted year 2036 peak hour conditions for both the non-holiday and
the holiday / special event periods indicates degrees of saturation (DOS) at strategic
intersections within the Peregian Beach South area at peak times, with existing intersection
configurations, as depicted in Figure 17.




Figure 17: Year 2036 AM and PM peak hour Degrees of Saturation in Peregian Beach South


The critical traffic related issues in this part of the network, without upgrading of that network,
under projected 2036 traffic loadings are:

(i)         High traffic flows on David Low Way

(ii)        Heron St / David Low Way intersection

(iii)       David Low Way / Emu Mountain Rd intersection



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