Attachment 9 - Traffic Engineering Report

6.5.4 Future Year (2034) 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 6.7. These expected traffic movements are shown in
Figure 6.8.
2034 Project Volumes
AM Peak                                Site Access
PM Peak
                                       90   81
                                       39   84

                                            65       16
          Myall Street                                                                                      Nandroya Road
                           33 72            67       17                        110 87
           566 743         534 671                         550 688   564 702   454 614                           129 114
           659 615                               18 6      610 556   624 561                       113 83        143 112
                                                 592 550                           511 27          30 28
                                                                                   477 19



                                                                                         537 482
                                                                                         496 644

                                                                                         State Route 6

Figure 6.8: Estimated 2034 Peak Hour Ultimate Traffic, With Development




Site: Lot 2 & 3 Myall Street, Cooroy                                                                                        23
Reference: 19BRT0357