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MCU14/0106 Appendix D - Traffic Impact Assessment
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Traffic Impact Assessment
Noosa Civic Expansion
Figure 4-6 Drop-In Trip Distribution
Source: Aerial image supplied by Nearmap, maps.au.nearmap.com
Table 4-7 presents a summary of the total trips generated by the Noosa Civic expansion depending on which
of the internal access roads the generated traffic will use to access the development. The directional traffic
split across the peak hour of travel is 50% arriving and 50% departing the development.
Table 4-7 Total Trips Generated by Expansion
Thursday PM Peak Hour Saturday AM Peak Hour
Access Road
New & Diverted Trips Drop-In Trips New & Diverted Trips Drop-In Trips
Northern At-Grade Access 88 18 102 11
Eastern At-Grade Access 74 14 86 9
Eastern Undercroft Access 296 57 340 36
Southern At-Grade Access 74 14 86 9
Southern Undercroft Access 204 40 234 25
Total 736 143 848 90
J13041 Cardno December 2014
Prepared for QIC Noosa Civic Pty Ltd Page 17
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