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MCU14/0106 Appendix D - Traffic Impact Assessment
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Traffic Impact Assessment
Noosa Civic Expansion
Using this calibrated curve, the traffic generation of the proposed expansion to Noosa Civic can be found by
increasing the GLA on the calibrated curve.
Figure 4-3 and Figure 4-4 below show the generalised traffic generation curve produced from the RTA
GTGD, Noosa Civic calibrated RTA GTGD curve, and where the proposed expansion would lie on the
calibrated traffic generation curve.
Figure 4-3 Thursday Traffic Generation Curves
Figure 4-4 Saturday Traffic Generation Curves
J13041 Cardno December 2014
Prepared for QIC Noosa Civic Pty Ltd Page 14
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