Response to Information Request 10-6-2025 Traffic impact assessment · OPW25/0042

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