Traffic Report

MOVEMENT SUMMARY
  Site: 101 [3_Noosa Dr_Coral Tree Ave - Base 2034 AM Peak
(Weekday) (Site Folder: Site 1)]
New Site
Site Category: (None)
Roundabout


 Vehicle Movement Performance
 Mov Turn         INPUT            DEMAND            Deg.     Aver. Level of     95% BACK OF        Prop. Effective Aver. Aver.
 ID             VOLUMES             FLOWS            Satn     Delay Service          QUEUE           Que      Stop   No. 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     414      2.2      436       2.2      0.344        4.0   LOS A       3.1     22.4      0.20      0.44     0.20    53.8
 6      R2      22      5.3       23       5.3      0.344        9.2   LOS A       3.1     22.4      0.20      0.44     0.20    49.1
 6u     U       77      4.5       81       4.5      0.344      11.3 LOS B          3.1     22.4      0.20      0.44     0.20    51.8
 Approach      513      2.7      540       2.7      0.344        5.4   LOS A       3.1     22.4      0.20      0.44     0.20    53.4

 North: Coral Tree Ave (N)
 7      L2      18      6.3       19       6.3      0.054        7.1   LOS A       0.3      2.3      0.65      0.68     0.65    40.9
 9      R2      24      4.8       25       4.8      0.054      12.4 LOS B          0.3      2.3      0.65      0.68     0.65    49.7
 Approach       42      5.4       44       5.4      0.054      10.1 LOS B          0.3      2.3      0.65      0.68     0.65    46.7

 West: Noosa Drive (W)
 10     L2      10      22.2      11      22.2      0.375        4.8   LOS A       3.0     21.7      0.39      0.44     0.39    49.7
 11     T1     467      3.0      492       3.0      0.375        4.7   LOS A       3.0     21.7      0.39      0.44     0.39    53.4
 12u    U       1      100.0      1      100.0      0.375      14.0 LOS B          3.0     21.7      0.39      0.44     0.39    52.8
 Approach      478      3.6      503       3.6      0.375        4.7   LOS A       3.0     21.7      0.39      0.44     0.39    53.3

 All          1033      3.2      1087      3.2      0.375        5.2   LOS A       3.1     22.4      0.31      0.45     0.31    53.1
 Vehicles


Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site 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 (Geometric Delay is included).
Queue Model: SIDRA Standard.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.



SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: TTM CONSULTING PTY LTD | Licence: NETWORK / Enterprise | Processed: Wednesday, 24 August 2022 2:39:05 PM
Project: \\TTMFPS01.ttm.local\Synergy\BR\Synergy\Projects\2022\22BRT0122 3 – 7 Serenity Close, Noosa Heads – Proposed Hotel resort\6 -
Analysis\1_SIDRA\22BRT0122-Serenity Close-Rev B.sip9