Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092

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         In addition, the Vvoodland Drive I Rufous Street intersection was considered for analysis with traffic flows

         estimated based on the through movement data obtained from the intersection counts at David Low Way

         I Woodland Drive intersection. To be robust, it has been assumed that the activities in Rufous Street

         (sports fields, tennis courts, kindergarten and community gardens) would generate 70 vehicle trip-ends
         (vte)in the peak hours.




2.6      Intersection Operations


         A series of SIDRA analyses were conducted to quantify the existing (2013)traffic operations at the David

         Low Way I Woodland Drive intersection and the Woodland Drive I Rufous Street intersection. The

         existing intersection layouts and the equivalent SIDRA representations are shown in Figures 2.2 and 2.3

         respectively.




         Figure 2.2:           DAVID LOW WAY I WOODLAND DRIVE INTERSECTION


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P:120JJ-J2111-06fJ PEREGJAN BEA CHSClREPORTSI12.060PEREGIAN 17A REVISION A.DOCX                                     4