Refernce Documents - RAL25 0001

            5           Development Traffic Generation
                        Proposed Traffic Generation
            Modus has referenced the Guide to Transport Impact Assessment Version 1.1 (2024) to determine the
            traffic generation of the proposed reconfiguration of lot development. The anticipated traffic generation
            has been outlined below in Table 5-2.

            Table 5-2      Proposed Development Traffic Generation


              Development Stage                Total Yield              Trip Generation Rates       Traffic Generation
                                                                                                          (PEAK)
                                                                        0.83 AM vph / dwelling            8 vph
              Dwelling House                   9 dwellings              0.84 PM vph / dwelling             8vph
                                                                          7.53 vpd / dwelling             68vpd


            The proposed subdivision development is anticipated to generate up to 8 vph in the AM and PM peak
            periods and 68 vpd.

                        Development Traffic Distribution

            5.2.1       Inbound / Outbound Distribution

            The peak hour trip generation is inclusive of inbound and outbound movements, which for a Dwelling
            House land use the adopted directional trip distribution is as follows:

                 N    AM Peak: 20% vehicle in / 80% vehicle out

                 N    PM Peak: 70% vehicle in / 30% vehicle out

            Therefore, the inbound and outbound traffic generation of the development is outlined in Table 5-3.

            Table 5-3      Proposed Development Traffic Distribution


                                                                       Peak Hour In / Out Volumes
                     Total Vph
                                               AM IN                   AM OUT             PM IN        PM OUT

                        8 vph                   2 vph                   6 vph             6 vph          2 vph



            As such, during the peak periods this corresponds to only 2 vph entering the development and 6 vph
            exiting in the AM, and 6 vph entering and 2 vph exiting in the PM peak.
            Therefore, Modus believes the expected traffic generation from the proposed development is not
            anticipated to have a significant impact on the surrounding road network.



            MOD23498QLD - TIA - B - Copy
            44 Hoy Road, Lake MacDonald                                 - 13 -
Document Set ID: 23448645
Version: 1, Version Date: 13/01/2025