RFI - Traffic Engineering Report

MOVEMENT SUMMARY
  Site: 101 [8_Grant St_Noosa Dr_Sunshine Rd - Base 2034 PM
Peak (Weekday) (Site Folder: Site 2)]
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
 South: Sunshine Beach Road (S)
 1      L2     273         0.8   287       0.8      0.382        8.0   LOS A       2.9     20.2       0.80      0.79     0.80    49.6
 2      T1      22         0.0    23       0.0      0.382        7.9   LOS A       2.9     20.2       0.80      0.79     0.80    54.0
 3      R2     369         3.1   388       3.1      0.440      12.3 LOS B          3.7     26.7       0.82      0.80     0.82    50.6
 3u     U       61         1.9    64       1.9      0.440      14.5 LOS B          3.7     26.7       0.82      0.80     0.82    51.6
 Approach      725         2.1   763       2.1      0.440      10.7 LOS B          3.7     26.7       0.82      0.80     0.82    50.5

 East: Noosa Drive (E)
 4      L2     496         2.3   522       2.3      0.498        7.5   LOS A       4.5     32.2       0.85      0.78     0.86    52.9
 5      T1     355         1.6   374       1.6      0.494        9.0   LOS A       4.3     30.8       0.86      0.84     0.91    49.9
 6      R2      12         0.0    13       0.0      0.494      14.0 LOS B          4.3     30.8       0.86      0.84     0.91    52.9
 6u     U       25         0.0    26       0.0      0.494      16.2 LOS B          4.3     30.8       0.86      0.84     0.91    54.0
 Approach      888         1.9   935       1.9      0.498        8.4   LOS A       4.5     32.2       0.85      0.80     0.88    51.9

 North: Grant Street (N)
 7      L2      9          0.0     9       0.0      0.163      16.7 LOS B          1.2      8.5       0.97      0.90     0.97    45.7
 8      T1      29         0.0    31       0.0      0.163      17.0 LOS B          1.2      8.5       0.97      0.90     0.97    46.7
 9      R2      25         4.5    26       4.5      0.163      22.4 LOS C          1.2      8.5       0.97      0.90     0.97    42.3
 9u     U       1          0.0     1       0.0      0.163      24.2 LOS C          1.2      8.5       0.97      0.90     0.97    47.6
 Approach       64         1.8    67       1.8      0.163      19.2 LOS B          1.2      8.5       0.97      0.90     0.97    45.1

 West: Noosa Drive (W)
 10     L2      27         0.0    28       0.0      0.359        7.5   LOS A       2.6     18.8       0.77      0.75     0.77    49.4
 11     T1     262         2.6   276       2.6      0.359        7.5   LOS A       2.6     18.8       0.77      0.75     0.77    51.2
 12     R2     268         0.0   282       0.0      0.360       11.7 LOS B         2.9     20.2       0.76      0.77     0.76    47.6
 12u    U      102         1.1   107       1.1      0.360      14.0 LOS B          2.9     20.2       0.76      0.77     0.76    42.7
 Approach      659         1.2   694       1.2      0.360      10.2 LOS B          2.9     20.2       0.77      0.76     0.77    48.5

 All          2336         1.8   2459      1.8      0.498        9.9   LOS A       4.5     32.2       0.82      0.79     0.83    50.4
 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.



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