Further Advice Response 17-07-25 22BRT0122_LT01_3 · OPW25/0042

MOVEMENT SUMMARY
   Site: 101 [4_Grant St_Noosa Dr_Sunshine Rd - Base+dev OP
2025 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        194 6.2     194 6.2      0.224       6.7    LOS A         1.4      10.4      0.62     0.60      0.62      49.5
 2       T1 All MCs          9 0.0       9 0.0      0.224       6.5    LOS A         1.4      10.4      0.62     0.60      0.62      53.2
 3       R2 All MCs        329 4.6     329 4.6      0.321      11.1    LOS B         2.3      16.9      0.64     0.66      0.64      48.8
 3u       U     All MCs     53 2.1      53 2.1      0.321      13.3    LOS B         2.3      16.9      0.64     0.66      0.64      48.9
 Approach                  585 4.8     585 4.8      0.321       9.8    LOS A         2.3      16.9      0.63     0.64      0.63      49.0

 East: Noosa Drive (E)
 4       L2 All MCs        235 5.1     235 5.1      0.246       6.7    LOS A         1.7      12.4      0.65     0.60      0.65      52.7
 5       T1 All MCs        227 2.9     227 2.9      0.210       5.9    LOS A         1.5      10.7      0.62     0.55      0.62      49.3
 6       R2 All MCs          7 0.0       7 0.0      0.210      10.9    LOS B         1.5      10.7      0.62     0.55      0.62      51.5
 6u       U     All MCs     13 0.0      13 0.0      0.210      13.1    LOS B         1.5      10.7      0.62     0.55      0.62      51.5
 Approach                  482 3.9     482 3.9      0.246       6.6    LOS A         1.7      12.4      0.64     0.58      0.64      51.3

 North: Grant Street (N)
 7       L2 All MCs          3 0.0       3 0.0      0.145      11.4    LOS B         1.0       7.1      0.86     0.76      0.86      47.6
 8       T1 All MCs         27 0.0      27 0.0      0.145      11.6    LOS B         1.0       7.1      0.86     0.76      0.86      47.9
 9       R2 All MCs         55 0.0      55 0.0      0.145      16.7    LOS B         1.0       7.1      0.86     0.76      0.86      43.1
 9u       U     All MCs      1 0.0       1 0.0      0.145      18.9    LOS B         1.0       7.1      0.86     0.76      0.86      47.2
 Approach                   86 0.0      86 0.0      0.145      14.9    LOS B         1.0       7.1      0.86     0.76      0.86      45.1

 West: Noosa Drive (W)
 10      L2 All MCs         40 0.0      40 0.0      0.245       5.8    LOS A         1.7      12.6      0.64     0.56      0.64      49.4
 11      T1 All MCs        246 3.5     246 3.5      0.245       5.9    LOS A         1.7      12.6      0.64     0.56      0.64      49.8
 12      R2 All MCs        160 2.7     160 2.7      0.263      11.6    LOS B         1.8      12.8      0.66     0.68      0.66      44.9
 12u      U     All MCs     93 2.4      93 2.4      0.263      13.8    LOS B         1.8      12.8      0.66     0.68      0.66      37.7
 Approach                  539 2.8     539 2.8      0.263       8.9    LOS A         1.8      12.8      0.65     0.61      0.65      46.5

 All Vehicles             1693 3.7 1693 3.7         0.321       8.9    LOS A         2.3      16.9      0.65     0.62      0.65      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, 24 June 2025 10:56:28 AM
Project: C:\Users\Ashley.Schalken\OneDrive - Colliers International\2022 Synergy Projects - 22BRT0122 3 – 7 Serenity Close, Noosa Heads –
Proposed Hotel resort\6 - Analysis\1_SIDRA\22BRT0122_02_OPW.sip9