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Attachment 9 - Traffic Engineering Report
6.5.2 Opening Year (2024) Project Traffic Scenario
The opening year project case scenario is obtained by the addition of development traffic generation shown
in Figure 6.4 to the base traffic volumes shown in Figure 6.5. These expected traffic movements are shown in
Figure 6.6.
2024 Project Volumes
AM Peak Site Access
PM Peak
90 81
39 84
65 16
Myall Street Nandroya Road
33 72 67 17 91 72
468 620 435 548 452 565 466 579 375 507 106 94
550 515 18 6 501 456 515 461 93 68 117 92
483 450 422 22 24 23
393 15
444 398
408 531
State Route 6
Figure 6.6: Estimated 2024 Peak Hour Traffic, With Development
6.5.3 Future Year (2034) Base Traffic Scenario
Figure 6.7 shows the future (2034) base traffic demands, based on an application of an annual growth rate of
2.0% for a period of 15 years (i.e. 10 years past an assumed 2024 completion date of the project) to the 2034
traffic volumes.
2034 Base Traffic Volumes
AM Peak Site Access
PM Peak
0 0
0 0
0 0
Myall Street Nandroya Road
0 0 0 0 110 87
548 685 548 685 548 685 548 685 437 598 129 114
606 554 0 0 606 554 606 554 113 83 143 112
606 554 493 27 30 28
471 19
520 466
490 627
State Route 6
Figure 6.7: Estimated 2034 Peak Hour Traffic, Without Development (2.0%pa growth)
Site: Lot 2 & 3 Myall Street, Cooroy 22
Reference: 19BRT0357
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