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Attachment 5 - Traffic Impact Assessment Final PTT · 132005.638.06

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        Table 4.4:            EUMUNDI NOOSA ROAD / SITE ACCESS
          ATTRIBUTE                             DOS          AVG DELAY          95% QUEUE              CRITICAL APPROACH
          Tuesday Peak Hour
          2028 Pre-Development                   27%              1.4S               0.5 veh             North – Through
          2028 Post-Development                  27%              1.6s               0.6 veh             North – Through
          2038 Pre-Development                   32%              1.4s               0.7 veh             East – Right Turn
          2038 Post-Development                  32%              1.6s               0.8 veh             East – Right Turn
          Sunday Peak Hour
          2028 Pre-Development                   30%              1.2s               0.5 veh             North – Through
          2028 Post-Development                  30%              1.3s               0.6 veh             North – Through
          2038 Pre-Development                   36%              1.2s               0.6 veh             East – Right Turn
          2038 Post-Development                  36%              1.3s               0.7 veh             East – Right Turn


        4.4.2        Turn Warrant Assessment
        An assessment of suitable turn treatments at the site access has been undertaken in accordance
        with Figure 4A-1 of TMR’s Road Planning and Design Manual (RPDM) Volume 3: Supplement to
        Austroads’ Guide to Road Design Part 4A. The assessment was undertaken using the forecast
        2028 background traffic volumes (under the post-development scenario) presented in Appendix
        F and the development generated traffic volumes shown in Table 4.5. The adopted parameters
        are as follows, with results shown in Figure 4.3 and Appendix G.

        Table 4.5:            TURN WARRANT ASSESSMENT RESULTS

           Design Vols               Left Turn                Right Turn
             (vph):               QM            QL          QM            QR
                       AM:        477           68         1011           41
                        PM:       553           65         1169           37


                Treatment               AUL                       CHR




P:\2025-26\26-369 NOOSA RESOURCE RECOVERY CENTRE\OUTPUTS\26-369 TRAFFIC IMPACT ASSESSMENT FINAL.DOCX                         17

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