RFI - Traffic Engineering Report

MOVEMENT SUMMARY
       Site: 101 [Weekday AM Peak (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 veh/h        %                v/c      sec                veh    m                                km/h
 South: Sunshine Beach Road (S)
 1        L2   178         11    187       6.2      0.211        6.5   LOS A       1.3      9.8       0.60      0.64     0.60    50.6
 2        T1    9          0       9       0.0      0.211        6.3   LOS A       1.3      9.8       0.60      0.64     0.60    55.2
 3       R2    302         14    318       4.6      0.303       11.0 LOS B         2.2     15.8       0.61      0.70     0.61    51.2
 3u       U     48         1      51       2.1      0.303      13.1 LOS B          2.2     15.8       0.61      0.70     0.61    52.3
 Approach      537         26    565       4.8      0.303        9.6   LOS A       2.2     15.8       0.61      0.68     0.61    51.2

 East: Noosa Drive (E)
 4        L2   215         11    226       5.1      0.230        6.4   LOS A       1.6     11.5       0.63      0.64     0.63    53.5
 5        T1   208         6     219       2.9      0.199        5.8   LOS A       1.4     10.0       0.60      0.58     0.60    51.6
 6       R2     7          0       7       0.0      0.199      10.8 LOS B          1.4     10.0       0.60      0.58     0.60    54.3
 6u       U     12         0      13       0.0      0.199      13.0 LOS B          1.4     10.0       0.60      0.58     0.60    55.4
 Approach      442         17    465       3.8      0.230        6.4   LOS A       1.6     11.5       0.61      0.61     0.61    52.8

 North: Grant Street (N)
 7        L2    3          0       3       0.0      0.120      10.8 LOS B          0.8      5.7       0.84      0.80     0.84    48.7
 8        T1    25         0      26       0.0      0.120       11.0 LOS B         0.8      5.7       0.84      0.80     0.84    49.8
 9       R2     41         0      43       0.0      0.120      16.1 LOS B          0.8      5.7       0.84      0.80     0.84    46.5
 9u       U     1          0       1       0.0      0.120      18.3 LOS B          0.8      5.7       0.84      0.80     0.84    50.9
 Approach       70         0      74       0.0      0.120      14.1 LOS B          0.8      5.7       0.84      0.80     0.84    48.0

 West: Noosa Drive (W)
 10       L2    27         0      28       0.0      0.225        5.7   LOS A       1.6     11.3       0.62      0.58     0.62    50.3
 11       T1   226         8     238       3.5      0.225        5.8   LOS A       1.6     11.3       0.62      0.58     0.62    52.2
 12      R2    147         4     155       2.7      0.249       11.4 LOS B         1.7     12.0       0.64      0.73     0.64    47.8
 12u      U     85         2      89       2.4      0.249      13.6 LOS B          1.7     12.0       0.64      0.73     0.64    43.0
 Approach      485         14    511       2.9      0.249        8.9   LOS A       1.7     12.0       0.63      0.65     0.63    49.4

 All           1534        57    1615      3.7      0.303        8.6   LOS A       2.2     15.8       0.63      0.66     0.63    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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