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

3.5 Year 2015 capacity analysis – Peregian Beach South
Capacity analysis under existing conditions indicates degrees of saturation (DOS) at strategic
intersections within the Peregian Beach South area at peak times as depicted in Figure 10.




Figure 10: Year 2015 AM and PM peak hour Degrees of Saturation in South Peregian


The critical traffic related issues in this part of the network are:

(i)         High traffic flows along David Low Way
(ii)        Heron St / David Low Way intersection
(iii)       David Low Way / Emu Mountain Rd intersection

Each of those issues are discussed in more detail in the balance of Section 3.5. Note that
Section 3.5 discusses what the potential traffic issues are, but does not recommend solutions.
Potential solutions for intersection upgrades are discussed in later sections of this report, with
Section 6 providing a summary of recommended improvements.



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