SUPERSEDED NEGOTIATED - OPW25 0042 - REFERENCE DOCUMENT (As Published)

            MOVEMENT SUMMARY
              Site: 101 [1_Noosa Dr_Coral Tree Ave - Existing 2022 AM
            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       378 2.2     378 2.2     0.297      4.0   LOS A         2.5      18.1     0.17     0.43      0.17     51.5
              6       R2 All MCs        20 5.3      20 5.3     0.297      9.1   LOS A         2.5      18.1     0.17     0.43      0.17     44.0
              6u      U      All MCs    71 4.5      71 4.5     0.297     11.3   LOS B         2.5      18.1     0.17     0.43      0.17     44.1
              Approach                 468 2.7     468 2.7     0.297      5.3   LOS A         2.5      18.1     0.17     0.43      0.17     50.5

              North: Coral Tree Ave (N)
              7       L2 All MCs        17 6.3      17 6.3     0.044      6.6   LOS A         0.3       1.8     0.60     0.65      0.60     40.5
              9       R2 All MCs        22 4.8      22 4.8     0.044     11.8   LOS B         0.3       1.8     0.60     0.65      0.60     47.0
              Approach                  39 5.4      39 5.4     0.044      9.5   LOS A         0.3       1.8     0.60     0.65      0.60     44.8

              West: Noosa Drive (W)
              10      L2 All MCs          9 22.2     9 22.2    0.321      4.7   LOS A         2.4      17.5     0.35     0.40      0.35     49.1
              11      T1 All MCs       426 3.0     426 3.0     0.321      4.5   LOS A         2.4      17.5     0.35     0.40      0.35     51.3
              12u     U      All MCs     1 100.      1 100.    0.321     13.7   LOS B         2.4      17.5     0.35     0.40      0.35     49.5
                                              0           0
              Approach                 437 3.6     437 3.6     0.321      4.6   LOS A         2.4      17.5     0.35     0.40      0.35     51.2

              All Vehicles             944 3.2     944 3.2     0.321      5.1   LOS A         2.5      18.1     0.27     0.43      0.27     50.6

             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 10:44:40 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