Appendix D - traffic impact assessment

                          Peak Hour Turn Movement                        Major Road Traffic
                              From Major Road                            Volume Parameter
           2018 Base Year Without Development
                   QR = 39 vph max during AM Peak Hour       QM = 1041 vpd total two-way AM Peak Hour
                   QR = 41 vph max during PM Peak Hour       QM = 1076 vpd total two-way PM Peak Hour
                   QL = 3 vph max during AM Peak Hour        QM = 752 vpd total two-way AM Peak Hour
                   QL = 3 vph max during PM Peak Hour        QM = 546 vpd total two-way PM Peak Hour
           2028 Design Horizon Year With Development
                   QR = 73 vph max during AM Peak Hour       QM = 1507 vph total two-way AM Peak Hour
                   QR = 99 vph max during PM Peak Hour       QM = 1559 vph total two-way PM Peak Hour
                   QL = 6 vph max during AM Peak Hour        QM = 1086 vph total one-way AM Peak Hour
                    QL = 9 vph max during PM Peak Hour         QM = 781 vph total one-way PM Peak Hour
Figure 3.2: Warrant for Turn Treatments at Elm Street / Pearsons Road Intersection

(Source: DTMR Roads Planning and Design Manual, Chapter 13, Figure 13.23)



This intersection was assessed using SIDRA software modelling. The key outcomes from this analysis are shown below
in Table 3-2.




B14158ER01 | TRAFFIC IMPACT ASSESSMENT | PALM LAKES RESORTS                 COOROY RETIREMENT COMMUNITY | 13