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MCU14/0106 Appendix D - Traffic Impact Assessment
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Traffic Impact Assessment
Noosa Civic Expansion
Figure 5-9 Intersection 4: Proposed Signal Phasing
Table 5-10 Intersection 4: SIDRA Results – Proposed Signalised Layout
Thursday PM Peak Hour Saturday AM Peak Hour
Scenario
95th%le 95th%le
DOS Delay (sec) DOS Delay (sec)
Queue (m) Queue (m)
2018 Background 0.72 37 184 0.71 34 145
2018 with Development 0.77 39 192 0.77 35 174
2028 Background 0.82 39 222 0.80 37 184
2028 with Development 0.86 43 251 0.89 39 207
The results in Table 5-10 indicate that the proposed signalised intersection, as required to accommodate the
2028 Background traffic volumes, will have adequate capacity for both the background and development
scenarios in the 2028 design horizon. As the upgrade to a signalised intersection is required within the 10
year horizon irrespective of any development on the subject site, it would be appropriate for the applicant to
make a contribution to the required works (being the signalised intersection), rather than being responsible
for the entire works.
J13041 Cardno December 2014
Prepared for QIC Noosa Civic Pty Ltd Page 28
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