RFI - Traffic Engineering Report

MOVEMENT SUMMARY
   Site: 101 [5_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2034 AM 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     205         6.2   216       6.2      0.276        7.2   LOS A       1.8     13.4       0.69      0.71     0.69    49.9
 2      T1      22         0.0    23       0.0      0.276        7.0   LOS A       1.8     13.4       0.69      0.71     0.69    54.6
 3      R2     348         4.6   366       4.6      0.374       11.6 LOS B         2.9     20.8       0.71      0.75     0.71    50.9
 3u     U       55         2.1    58       2.1      0.374      13.7 LOS B          2.9     20.8       0.71      0.75     0.71    52.0
 Approach      630         4.8   663       4.8      0.374      10.2 LOS B          2.9     20.8       0.70      0.73     0.70    50.9

 East: Noosa Drive (E)
 4      L2     248         5.1   261       5.1      0.293        7.3   LOS A       2.1     15.2       0.72      0.71     0.72    53.0
 5      T1     240         2.9   253       2.9      0.258        6.4   LOS A       1.9     13.7       0.68      0.65     0.68    51.0
 6      R2      20         0.0    21       0.0      0.258       11.4 LOS B         1.9     13.7       0.68      0.65     0.68    53.7
 6u     U       14         0.0    15       0.0      0.258      13.6 LOS B          1.9     13.7       0.68      0.65     0.68    54.9
 Approach      522         3.8   549       3.8      0.293        7.2   LOS A       2.1     15.2       0.70      0.68     0.70    52.3

 North: Grant Street (N)
 7      L2      19         0.0    20       0.0      0.252      13.7 LOS B          1.9     13.0       0.93      0.91     0.93    47.2
 8      T1      44         0.0    46       0.0      0.252      13.9 LOS B          1.9     13.0       0.93      0.91     0.93    48.3
 9      R2      60         0.0    63       0.0      0.252      19.0 LOS B          1.9     13.0       0.93      0.91     0.93    44.6
 9u     U       1          0.0     1       0.0      0.252      21.2 LOS C          1.9     13.0       0.93      0.91     0.93    49.3
 Approach      124         0.0   131       0.0      0.252      16.4 LOS B          1.9     13.0       0.93      0.91     0.93    46.6

 West: Noosa Drive (W)
 10     L2      55         0.0    58       0.0      0.301        6.4   LOS A       2.3     16.2       0.71      0.64     0.71    49.9
 11     T1     261         3.5   275       3.5      0.301        6.4   LOS A       2.3     16.2       0.71      0.64     0.71    51.7
 12     R2     170         2.7   179       2.7      0.317      12.3 LOS B          2.2     15.9       0.72      0.79     0.72    47.5
 12u    U       98         2.4   103       2.4      0.317      14.4 LOS B          2.2     15.9       0.72      0.79     0.72    42.6
 Approach      584         2.8   615       2.8      0.317        9.5   LOS A       2.3     16.2       0.71      0.71     0.71    49.0

 All          1860         3.5   1958      3.5      0.374        9.5   LOS A       2.9     20.8       0.72      0.72     0.72    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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