SARA RFI - Traffic Engineering Report

MOVEMENT SUMMARY
   Site: 101 [14_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2024 PM Peak (Weekend) (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     240         0.4   253       0.4      0.302        6.5   LOS A       2.1     14.8       0.66      0.67     0.66    50.8
 2      T1      42         0.0    44       0.0      0.302        6.5   LOS A       2.1     14.8       0.66      0.67     0.66    54.9
 3      R2     333         3.1   351       3.1      0.340       11.1 LOS B         2.6     18.5       0.66      0.72     0.66    51.1
 3u     U       54         1.9    57       1.9      0.340      13.3 LOS B          2.6     18.5       0.66      0.72     0.66    52.2
 Approach      669         1.8   704       1.8      0.340        9.3   LOS A       2.6     18.5       0.66      0.70     0.66    51.4

 East: Noosa Drive (E)
 4      L2     363         2.8   382       2.8      0.329        6.3   LOS A       2.6     18.4       0.68      0.66     0.68    53.4
 5      T1     229         1.8   241       1.8      0.302        6.9   LOS A       2.2     15.7       0.69      0.68     0.69    51.0
 6      R2      27       25.0     28      25.0      0.302      12.9 LOS B          2.2     15.7       0.69      0.68     0.69    52.8
 6u     U       8          0.0     8       0.0      0.302      14.2 LOS B          2.2     15.7       0.69      0.68     0.69    54.8
 Approach      627         3.4   660       3.4      0.329        6.9   LOS A       2.6     18.4       0.69      0.67     0.69    52.7

 North: Grant Street (N)
 7      L2      35         0.0    37       0.0      0.235      13.1 LOS B          1.7     12.0       0.92      0.89     0.92    47.9
 8      T1      40         0.0    42       0.0      0.235      13.3 LOS B          1.7     12.0       0.92      0.89     0.92    49.0
 9      R2      44         0.0    46       0.0      0.235      18.4 LOS B          1.7     12.0       0.92      0.89     0.92    45.5
 9u     U       1          0.0     1       0.0      0.235      20.6 LOS C          1.7     12.0       0.92      0.89     0.92    50.1
 Approach      120         0.0   126       0.0      0.235      15.2 LOS B          1.7     12.0       0.92      0.89     0.92    47.6

 West: Noosa Drive (W)
 10     L2      73         0.0    77       0.0      0.333        6.5   LOS A       2.5     17.9       0.71      0.65     0.71    49.9
 11     T1     283         1.1   298       1.1      0.333        6.5   LOS A       2.5     17.9       0.71      0.65     0.71    51.7
 12     R2     190         0.0   200       0.0      0.295      12.2 LOS B          2.0     14.3       0.71      0.78     0.71    47.8
 12u    U       59         3.4    62       3.4      0.295      14.6 LOS B          2.0     14.3       0.71      0.78     0.71    42.7
 Approach      605         0.8   637       0.8      0.333        9.1   LOS A       2.5     17.9       0.71      0.71     0.71    49.5

 All          2021         1.9   2127      1.9      0.340        8.8   LOS A       2.6     18.5       0.70      0.70     0.70    51.1
 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.



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