Attachment 5 - Traffic Impact Assessment Final PTT · 132005.638.06

        The expected net change in delay has been calculated for the Eumundi Noosa Road / Site Access
        priority-controlled intersection, as indicated in Table 4.6 and Appendix H.

        Table 4.6:            NET CHANGE IN DELAY
                                         PRE-DEV                      DELAY (VEH-MIN)                  INCREASE IN
          PEAK HOUR
                                         VOLUME                 PRE-DEV                  POST-DEV         DELAY

          Tuesday                          1,180                  1,715                      1,729       +0.8%

          Sunday                           1,340                  1,624                      1,637       +0.8%

          Total                          2,520 vph                3,339                      3,366       +0.8%


        Table 4.6 indicates that the additional development generated traffic would result in a 0.8%
        increase in average delay for pre-development traffic at the Eumundi Noosa Road / Site Access
        priority-controlled intersection. Therefore, the addition of development generated traffic does not
        warrant mitigation works to be undertaken on the state-controlled road network.




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