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Attachment 9 - Traffic Engineering Report
Developement Volumes - Relocatable Dwellings
AM Peak Site Access
PM Peak
100% 100%
100% 100%
80% 20%
Myall Street Nandroya Road
80% 80% 80% 20% 0% 0%
80% 80% 0% 0% 20% 20% 20% 20% 20% 20% 0% 0%
80% 80% 20% 20% 20% 20% 20% 20% 0% 0% 0% 0%
0% 0% 20% 0% 0% 0%
20% 0%
20% 20%
20% 20%
State Route 6
Figure 6.2: Relocatable Dwellings Development Traffic Distribution
Developement Volumes - Golf Course Clubhouse
AM Peak Site Access
PM Peak
100% 100%
100% 100%
80% 20%
Myall Street Nandroya Road
80% 80% 80% 20% 0% 0%
60% 60% -20% -20% 0% 0% 20% 20% 20% 20% 0% 0%
60% 60% 20% 20% 0% 0% 20% 20% 0% 0% 0% 0%
-20% -20% 20% 0% 0% 0%
20% 0%
20% 20%
20% 20%
State Route 6
Figure 6.3: Cooroy Golf Clubhouse Development Traffic Distribution
Application of the above-mentioned traffic generation and distribution assumptions results in the
development traffic volumes shown in Figure 6.4.
Site: Lot 2 & 3 Myall Street, Cooroy 20
Reference: 19BRT0357
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