SUPERSEDED NEGOTIATED - OPW25 0042 - REFERENCE DOCUMENT (As Published)

            MOVEMENT SUMMARY
              Site: 101 [6_Noosa Dr_Coral Tree Ave - Existing 2022 PM
            Peak (Weekday) (Site Folder: Site 1)]
            Output produced by SIDRA INTERSECTION Version: 9.1.3.210
            New Site
            Site Category: (None)
            Roundabout


              Vehicle Movement Performance
              Mov    Turn Mov         Demand         Arrival   Deg.    Aver. Level of         95% Back Of      Prop.     Eff.     Aver.    Aver.
              ID          Class          Flows        Flows    Satn    Delay Service             Queue          Que     Stop     No. of   Speed
                                   [ Total HV ] [ Total HV ]                                [ Veh.   Dist ]             Rate     Cycles
                                    veh/h % veh/h %              v/c     sec                  veh      m                                   km/h
              East: Noosa Drive (E)
              5       T1 All MCs       585 1.4    585 1.4      0.418      3.9   LOS A         4.1      29.1     0.11     0.43      0.11     51.9
              6       R2 All MCs        16 0.0      16 0.0     0.418      9.0   LOS A         4.1      29.1     0.11     0.43      0.11     45.3
              6u      U      All MCs   108 0.0    108 0.0      0.418     11.2   LOS B         4.1      29.1     0.11     0.43      0.11     45.3
              Approach                 709 1.2    709 1.2      0.418      5.1   LOS A         4.1      29.1     0.11     0.43      0.11     51.1

              North: Coral Tree Ave (N)
              7       L2 All MCs        13 16.7     13 16.7    0.024      7.1   LOS A         0.1       1.0     0.62     0.62      0.62     39.8
              9       R2 All MCs          7 0.0      7 0.0     0.024     11.7   LOS B         0.1       1.0     0.62     0.62      0.62     47.6
              Approach                  20 10.5     20 10.5    0.024      8.8   LOS A         0.1       1.0     0.62     0.62      0.62     43.4

              West: Noosa Drive (W)
              10      L2 All MCs        17 0.0      17 0.0     0.335      4.5   LOS A         2.5      17.7     0.40     0.42      0.40     50.8
              11      T1 All MCs       423 1.5    423 1.5      0.335      4.8   LOS A         2.5      17.7     0.40     0.42      0.40     51.1
              12u     U      All MCs      2 0.0      2 0.0     0.335     12.0   LOS B         2.5      17.7     0.40     0.42      0.40     52.7
              Approach                 442 1.4    442 1.4      0.335      4.8   LOS A         2.5      17.7     0.40     0.42      0.40     51.1

              All Vehicles             1172 1.4 1172 1.4       0.418      5.1   LOS A         4.1      29.1     0.23     0.43      0.23     51.0

             Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
             Roundabout LOS Method: SIDRA Roundabout LOS.
             Vehicle movement LOS values are based on average delay per movement.
             Intersection and Approach LOS values are based on average delay for all vehicle movements.
             Roundabout Capacity Model: SIDRA Standard.
             Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
             Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
             Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
             HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
             Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
             Constraint effects.

            SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com
            Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise Level 5 | Processed: Tuesday, 13 May 2025 10:44:41 AM
            Project: C:\Users\AshleySchalken\TTM\2022 Synergy Projects - Brisbane\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel
            resort\6 - Analysis\1_SIDRA\22BRT0122_01_OPW.sip9




Document Set ID: 24005503
                  23806879
Version: 2,
         0, Version Date: 07/08/2025
                          01/01/1900