SARA RFI - Traffic Engineering Report

MOVEMENT SUMMARY
  Site: 101 [15_Noosa Dr_Coral Tree Ave - Base+dev 2034 PM
Peak (Weekend) (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     551       1.3     580       1.3      0.410        3.9   LOS A       4.2     30.0       0.12      0.43     0.12    54.4
 6      R2      13       0.0      14       0.0      0.410        9.0   LOS A       4.2     30.0       0.12      0.43     0.12    51.0
 6u     U       93       2.5      98       2.5      0.410       11.2 LOS B         4.2     30.0       0.12      0.43     0.12    53.2
 Approach      657       1.5     692       1.5      0.410        5.0   LOS A       4.2     30.0       0.12      0.43     0.12    54.3

 North: Coral Tree Ave (N)
 7      L2      16       0.0      17       0.0      0.037        8.5   LOS A       0.2      1.7       0.76      0.69     0.76    40.9
 9      R2      9        0.0       9       0.0      0.037      13.7 LOS B          0.2      1.7       0.76      0.69     0.76    49.5
 Approach       25       0.0      26       0.0      0.037      10.4 LOS B          0.2      1.7       0.76      0.69     0.76    44.9

 West: Noosa Drive (W)
 10     L2      16       0.0      17       0.0      0.501        4.6   LOS A       4.6     32.4       0.46      0.45     0.46    51.4
 11     T1     637       0.8     671       0.8      0.501        4.9   LOS A       4.6     32.4       0.46      0.45     0.46    53.2
 12u    U       1        0.0       1       0.0      0.501      12.1 LOS B          4.6     32.4       0.46      0.45     0.46    56.5
 Approach      654       0.8     688       0.8      0.501        4.9   LOS A       4.6     32.4       0.46      0.45     0.46    53.1

 All          1336       1.1     1406      1.1      0.501        5.1   LOS A       4.6     32.4       0.30      0.44     0.30    53.5
 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
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