RFI - Traffic Engineering Report

MOVEMENT SUMMARY
  Site: 101 [12_Grant St_Noosa Dr_Sunshine Rd - Base 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      0.265        6.1   LOS A       1.8     12.6       0.60      0.63     0.60    51.1
 2      T1      18         0.0    19       0.0      0.265        6.0   LOS A       1.8     12.6       0.60      0.63     0.60    55.2
 3      R2     333         3.1   351       3.1      0.326      10.7 LOS B          2.4     17.4       0.61      0.69     0.61    51.3
 3u     U       54         1.9    57       1.9      0.326      12.9 LOS B          2.4     17.4       0.61      0.69     0.61    52.3
 Approach      645         1.9   679       1.9      0.326        9.1   LOS A       2.4     17.4       0.61      0.67     0.61    51.5

 East: Noosa Drive (E)
 4      L2     363         2.8   382       2.8      0.315        5.9   LOS A       2.5     17.6       0.64      0.63     0.64    53.6
 5      T1     229         1.8   241       1.8      0.261        6.4   LOS A       1.8     13.1       0.64      0.62     0.64    51.6
 6      R2      4        25.0      4      25.0      0.261      12.3 LOS B          1.8     13.1       0.64      0.62     0.64    53.2
 6u     U       8          0.0     8       0.0      0.261      13.6 LOS B          1.8     13.1       0.64      0.62     0.64    55.3
 Approach      604         2.5   636       2.5      0.315        6.2   LOS A       2.5     17.6       0.64      0.63     0.64    53.0

 North: Grant Street (N)
 7      L2      5          0.0     5       0.0      0.066      12.3 LOS B          0.5      3.2       0.87      0.78     0.87    47.9
 8      T1      10         0.0    11       0.0      0.066      12.5 LOS B          0.5      3.2       0.87      0.78     0.87    49.0
 9      R2      18         0.0    19       0.0      0.066      17.5 LOS B          0.5      3.2       0.87      0.78     0.87    45.4
 9u     U       1          0.0     1       0.0      0.066      19.7 LOS B          0.5      3.2       0.87      0.78     0.87    50.0
 Approach       34         0.0    36       0.0      0.066      15.3 LOS B          0.5      3.2       0.87      0.78     0.87    47.2

 West: Noosa Drive (W)
 10     L2      26         0.0    27       0.0      0.278        6.1   LOS A       2.0     14.3       0.66      0.61     0.66    50.1
 11     T1     283         1.1   298       1.1      0.278        6.1   LOS A       2.0     14.3       0.66      0.61     0.66    51.9
 12     R2     190         0.0   200       0.0      0.277       11.7 LOS B         1.9     13.3       0.67      0.76     0.67    48.0
 12u    U       59         3.4    62       3.4      0.277      14.1 LOS B          1.9     13.3       0.67      0.76     0.67    43.0
 Approach      558         0.9   587       0.9      0.278        8.8   LOS A       2.0     14.3       0.67      0.67     0.67    49.7

 All          1841         1.8   1938      1.8      0.326        8.2   LOS A       2.5     17.6       0.64      0.66     0.64    51.4
 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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