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

        4.5.1    David Low Way I Woodland Drive


        The SIDRA analysis of the David Low Way I Woodland Drive intersection was undertaken using the

        intersection layout as shown in Figure 2.2. The results of these analyses are attached in Appendix B, and

        are surnmarised in Table 4.3.




        Table 4.3:           DAVID LOW WAY I WOODLAND DRIVE OPERATIONS




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        Table 4.3 demonstrates that the David Low Way I Woodland Drive intersection is expected to experience

        "excellent" or "very good" operations during the weekday                                               evening and Saturday peak periods. The
        addition of the development related traffic is not expected to significantly affect the critical degree of

        saturation.




        4.5.2    Woodland Drive IRufous Street


        The SIDRA analyses performed to quantify the existing and future year (ie 2015 and 2025) peak hour

        operations of this intersection were undertaken using the intersection layout as shown in Figure 2.3. The
        results of these analyses are summarised in Table 4.4 and presented in Appendix B.




P:12011-12/12.060PEREGIANBEACH SCIREPORTSI12.060PEREGIAN TIA REVISIONADOCX                                                                                                                                                                              17