SUPERSEDED NEGOTIATED - OPW25 0042 - REFERENCE DOCUMENT (As Published)

            MOVEMENT SUMMARY
              Site: 101 [1_Grant St_Noosa Dr_Sunshine Rd - Existing 2022
            AM Peak (Weekday) (Site Folder: Site 2)]
            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
              South: Sunshine Beach Road (S)
              1       L2 All MCs        187 6.2   187 6.2     0.212       6.5   LOS A         1.3       9.8     0.60     0.59      0.60     49.6
              2       T1 All MCs          9 0.0     9 0.0     0.212       6.3   LOS A         1.3       9.8     0.60     0.59      0.60     53.4
              3       R2 All MCs        318 4.6   318 4.6     0.304      11.0   LOS B         2.2      15.8     0.61     0.65      0.61     48.9
              3u      U      All MCs     51 2.1    51 2.1     0.304      13.1   LOS B         2.2      15.8     0.61     0.65      0.61     49.0
              Approach                  565 4.8   565 4.8     0.304       9.6   LOS A         2.2      15.8     0.61     0.63      0.61     49.1

              East: Noosa Drive (E)
              4       L2 All MCs        226 5.1   226 5.1     0.231       6.4   LOS A         1.6      11.5     0.63     0.59      0.63     52.8
              5       T1 All MCs        219 2.9   219 2.9     0.199       5.8   LOS A         1.4      10.0     0.60     0.54      0.60     49.4
              6       R2 All MCs          7 0.0     7 0.0     0.199      10.8   LOS B         1.4      10.0     0.60     0.54      0.60     51.6
              6u      U      All MCs     13 0.0    13 0.0     0.199      13.0   LOS B         1.4      10.0     0.60     0.54      0.60     51.6
              Approach                  465 3.8   465 3.8     0.231       6.4   LOS A         1.6      11.5     0.61     0.56      0.61     51.4

              North: Grant Street (N)
              7       L2 All MCs          3 0.0     3 0.0     0.120      10.8   LOS B         0.8       5.7     0.84     0.75      0.84     48.1
              8       T1 All MCs         26 0.0    26 0.0     0.120      11.0   LOS B         0.8       5.7     0.84     0.75      0.84     48.4
              9       R2 All MCs         43 0.0    43 0.0     0.120      16.1   LOS B         0.8       5.7     0.84     0.75      0.84     43.7
              9u      U      All MCs      1 0.0     1 0.0     0.120      18.3   LOS B         0.8       5.7     0.84     0.75      0.84     47.6
              Approach                   74 0.0    74 0.0     0.120      14.1   LOS B         0.8       5.7     0.84     0.75      0.84     45.9

              West: Noosa Drive (W)
              10      L2 All MCs         28 0.0    28 0.0     0.225       5.7   LOS A         1.6      11.3     0.61     0.55      0.61     49.4
              11      T1 All MCs        238 3.5   238 3.5     0.225       5.8   LOS A         1.6      11.3     0.61     0.55      0.61     49.9
              12      R2 All MCs        155 2.7   155 2.7     0.250      11.5   LOS B         1.7      12.0     0.64     0.68      0.64     44.9
              12u     U      All MCs     89 2.4    89 2.4     0.250      13.6   LOS B         1.7      12.0     0.64     0.68      0.64     37.7
              Approach                  511 2.9   511 2.9     0.250       8.9   LOS A         1.7      12.0     0.63     0.61      0.63     46.5

              All Vehicles             1615 3.7 1615 3.7      0.304       8.7   LOS A         2.2      15.8     0.63     0.61      0.63     48.9

             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 11:11:53 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