SUPERSEDED NEGOTIATED - OPW25 0042 - REFERENCE DOCUMENT (As Published)

            MOVEMENT SUMMARY
               Site: 101 [9_Grant St_Noosa Dr_Sunshine Rd - Base+dev
            2025 PM 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        259 0.8   259 0.8     0.324       7.4   LOS A         2.3      16.3     0.74     0.65      0.74     49.2
              2       T1 All MCs         21 0.0    21 0.0     0.324       7.3   LOS A         2.3      16.3     0.74     0.65      0.74     52.7
              3       R2 All MCs        349 3.1   349 3.1     0.376      11.8   LOS B         3.0      21.5     0.75     0.68      0.75     48.5
              3u      U      All MCs     58 1.9    58 1.9     0.376      14.0   LOS B         3.0      21.5     0.75     0.68      0.75     48.6
              Approach                  687 2.1   687 2.1     0.376      10.2   LOS B         3.0      21.5     0.75     0.67      0.75     48.9

              East: Noosa Drive (E)
              4       L2 All MCs        469 2.3   469 2.3     0.427       6.9   LOS A         3.6      25.6     0.77     0.63      0.77     52.4
              5       T1 All MCs        336 1.6   336 1.6     0.420       7.7   LOS A         3.3      23.2     0.79     0.65      0.79     48.3
              6       R2 All MCs         11 0.0    11 0.0     0.420      12.7   LOS B         3.3      23.2     0.79     0.65      0.79     50.7
              6u      U      All MCs     24 0.0    24 0.0     0.420      14.9   LOS B         3.3      23.2     0.79     0.65      0.79     50.7
              Approach                  840 1.9   840 1.9     0.427       7.5   LOS A         3.6      25.6     0.78     0.64      0.78     50.9

              North: Grant Street (N)
              7       L2 All MCs          8 0.0     8 0.0     0.135      13.6   LOS B         1.0       6.8     0.91     0.78      0.91     46.7
              8       T1 All MCs         27 0.0    27 0.0     0.135      13.9   LOS B         1.0       6.8     0.91     0.78      0.91     47.0
              9       R2 All MCs         29 4.5    29 4.5     0.135      19.4   LOS B         1.0       6.8     0.91     0.78      0.91     41.8
              9u      U      All MCs      1 0.0     1 0.0     0.135      21.1   LOS C         1.0       6.8     0.91     0.78      0.91     46.3
              Approach                   66 2.0    66 2.0     0.135      16.4   LOS B         1.0       6.8     0.91     0.78      0.91     44.9

              West: Noosa Drive (W)
              10      L2 All MCs         31 0.0    31 0.0     0.309       6.9   LOS A         2.2      15.5     0.71     0.62      0.71     48.9
              11      T1 All MCs        247 2.6   247 2.6     0.309       7.0   LOS A         2.2      15.5     0.71     0.62      0.71     49.3
              12      R2 All MCs        253 0.0   253 0.0     0.306      11.3   LOS B         2.3      16.3     0.70     0.67      0.70     45.0
              12u     U      All MCs     96 1.1    96 1.1     0.306      13.5   LOS B         2.3      16.3     0.70     0.67      0.70     37.7
              Approach                  626 1.2   626 1.2     0.309       9.7   LOS A         2.3      16.3     0.70     0.65      0.70     46.0

              All Vehicles             2220 1.8 2220 1.8      0.427       9.2   LOS A         3.6      25.6     0.75     0.66      0.75     48.8

             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 11:11:56 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