Engineering Roads Report (Traffic)

  Noosa Fair and Bowls Club Redevelopment

© 2013 - TTM Consulting Pty Ltd                                                       Reference No: 12SCT0068


7.2        Analysis of Lanyana Way / Arcadia St Intersection
This analysis includes the addition of Pinaroo Way in development cases only. Table 7.2 gives a
summary of the outputs for the various traffic cases applied to the intersection.

Table 7.2: Summary of Sidra Outputs – Lanyana Way / Arcadia St

                                                                              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         13.7%          9.4 / 4.0     A          -          5.2         -       0.0
 Case

 2016 Thursday PM Base            15.6%          9.5 / 4.0     A          -          6.0         -       0.0
 Case

 2016 Thursday PM Project         36.0%          16.1 / 8.0    C          12.9       9.5         -       5.8
 Case

 2026 Thursday PM Base            21.8%          9.8 / 4.2     A          -          8.9         -       0.0
 Case

 2026 Thursday PM Project         62.8%          26.6 / 10.4   D          30.1       14.7        -       8.9
 Case

 2012 Saturday Current Case       16.3%          9.3 / 4.5     A          -          6.3         -       0.0

 2016 Saturday Base Case          4.6%           9.4 / 4.6     A          -          7.3         -       0.0

 2016 Saturday Project Case       34.9%          15.6 / 8.0    C          12.3       10.7        -       4.3

 2026 Saturday Base Case          25.6%          9.6 / 4.7     A          -          10.8        -       0.0

 2026 Saturday Project Case       59.9%          25.0 / 10.1   D          27.8       16.6        -       16.6




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