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

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        Figure 2.3:                       WOODLAND DRIVE I RUFOUS STREET INTERSECTION



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        These analyses were based on the traffic count datapresented in Appendix A with:


        _         gap acceptance parameters as per Table 13.7 of Main Roads’ Road Planning and Design Manual

        _         proportion of heavy vehicles (%HV)inherent in the traffic survey
                  Peak Flow Factors (PFF)inherent in the traffic survey

                  SIDRA default values for other parameters


        The results of these SIDRA analyses are presented in Appendix B and are summarised in Table 2.3,




        Table 2.3:                            EXISTING INTERSECTION OPERATIONS



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        Table 2.4 is an extract from the SIDRA manual, which defmes the operational rating of an intersection in

        relation to the degree of saturation for signalised and priority controlled intersections. The degree of

        saturation for a movement is defined as the ratio of traffic demand to the capacity of the movement. The

        values given in Table 2.4 relate to the approach or movement with the highest degree of saturation.




P,120JJ.J21J2.060PEREGIANBEACHSCIREPORTSIJ2.060PEREGiAN TiA REVISIONA.DOCX                                                                 5