SARA RFI - Traffic Engineering Report

MOVEMENT SUMMARY
   Site: 101 [9_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2024 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     243         0.8   256       0.8      0.357        7.8   LOS A       2.6     18.5       0.78      0.77     0.78    49.7
 2      T1      40         0.0    42       0.0      0.357        7.7   LOS A       2.6     18.5       0.78      0.77     0.78    54.1
 3      R2     328         3.1   345       3.1      0.385      12.1 LOS B          3.1     22.3       0.79      0.78     0.79    50.7
 3u     U       54         1.9    57       1.9      0.385      14.2 LOS B          3.1     22.3       0.79      0.78     0.79    51.7
 Approach      665         2.0   700       2.0      0.385      10.4 LOS B          3.1     22.3       0.78      0.78     0.78    50.7

 East: Noosa Drive (E)
 4      L2     440         2.3   463       2.3      0.433        7.1   LOS A       3.7     26.1       0.80      0.74     0.80    53.0
 5      T1     315         1.6   332       1.6      0.459        8.2   LOS A       3.7     26.3       0.82      0.79     0.83    49.9
 6      R2      37         0.0    39       0.0      0.459      13.3 LOS B          3.7     26.3       0.82      0.79     0.83    52.8
 6u     U       23         0.0    24       0.0      0.459      15.5 LOS B          3.7     26.3       0.82      0.79     0.83    53.9
 Approach      815         1.9   858       1.9      0.459        8.1   LOS A       3.7     26.3       0.81      0.77     0.81    52.1

 North: Grant Street (N)
 7      L2      33         0.0    35       0.0      0.270      14.0 LOS B          2.0     14.1       0.94      0.92     0.94    47.4
 8      T1      50         0.0    53       0.0      0.270      14.3 LOS B          2.0     14.1       0.94      0.92     0.94    48.5
 9      R2      44         4.5    46       4.5      0.270      19.7 LOS B          2.0     14.1       0.94      0.92     0.94    44.4
 9u     U       1          0.0     1       0.0      0.270      21.5 LOS C          2.0     14.1       0.94      0.92     0.94    49.5
 Approach      128         1.6   135       1.6      0.270      16.1 LOS B          2.0     14.1       0.94      0.92     0.94    47.0

 West: Noosa Drive (W)
 10     L2      66         0.0    69       0.0      0.357        7.4   LOS A       2.6     18.5       0.76      0.74     0.76    49.6
 11     T1     232         2.6   244       2.6      0.357        7.4   LOS A       2.6     18.5       0.76      0.74     0.76    51.4
 12     R2     238         0.0   251       0.0      0.314       11.6 LOS B         2.4     16.8       0.73      0.75     0.73    47.7
 12u    U       90         1.1    95       1.1      0.314      13.8 LOS B          2.4     16.8       0.73      0.75     0.73    42.9
 Approach      626         1.1   659       1.1      0.357        9.9   LOS A       2.6     18.5       0.74      0.75     0.74    48.8

 All          2234         1.7   2352      1.7      0.459        9.7   LOS A       3.7     26.3       0.79      0.77     0.79    50.5
 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.



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