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

MOVEMENT SUMMARY
  Site: 101 [7_Grant St_Noosa Dr_Sunshine Rd - Base 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      0.321       7.3    LOS A         2.3      16.1      0.74     0.65      0.74      49.3
 2       T1 All MCs         21 0.0      21 0.0      0.321       7.2    LOS A         2.3      16.1      0.74     0.65      0.74      52.7
 3       R2 All MCs        349 3.1     349 3.1      0.373      11.7    LOS B         3.0      21.2      0.75     0.68      0.75      48.5
 3u       U     All MCs     58 1.9      58 1.9      0.373      13.9    LOS B         3.0      21.2      0.75     0.68      0.75      48.6
 Approach                  687 2.1     687 2.1      0.373      10.1    LOS B         3.0      21.2      0.74     0.67      0.74      48.9

 East: Noosa Drive (E)
 4       L2 All MCs        463 2.3     463 2.3      0.420       6.8    LOS A         3.5      25.1      0.77     0.63      0.77      52.4
 5       T1 All MCs        332 1.6     332 1.6      0.413       7.6    LOS A         3.2      22.8      0.78     0.65      0.78      48.3
 6       R2 All MCs         11 0.0      11 0.0      0.413      12.6    LOS B         3.2      22.8      0.78     0.65      0.78      50.7
 6u       U     All MCs     24 0.0      24 0.0      0.413      14.8    LOS B         3.2      22.8      0.78     0.65      0.78      50.7
 Approach                  829 1.9     829 1.9      0.420       7.4    LOS A         3.5      25.1      0.77     0.64      0.77      51.0

 North: Grant Street (N)
 7       L2 All MCs          8 0.0       8 0.0      0.124      13.6    LOS B         0.9       6.2      0.91     0.78      0.91      46.9
 8       T1 All MCs         27 0.0      27 0.0      0.124      13.8    LOS B         0.9       6.2      0.91     0.78      0.91      47.2
 9       R2 All MCs         24 4.5      24 4.5      0.124      19.3    LOS B         0.9       6.2      0.91     0.78      0.91      41.9
 9u       U     All MCs      1 0.0       1 0.0      0.124      21.1    LOS C         0.9       6.2      0.91     0.78      0.91      46.5
 Approach                   61 1.8      61 1.8      0.124      16.1    LOS B         0.9       6.2      0.91     0.78      0.91      45.3

 West: Noosa Drive (W)
 10      L2 All MCs         25 0.0      25 0.0      0.303       6.9    LOS A         2.1      15.1      0.71     0.62      0.71      48.9
 11      T1 All MCs        247 2.6     247 2.6      0.303       7.0    LOS A         2.1      15.1      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                  621 1.2     621 1.2      0.306       9.8    LOS A         2.3      16.3      0.70     0.65      0.70      46.0

 All Vehicles             2199 1.8 2199 1.8         0.420       9.2    LOS A         3.5      25.1      0.75     0.65      0.75      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
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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