RFI - Traffic Engineering Report

MOVEMENT SUMMARY
   Site: 101 [10_Grant St_Noosa Dr_Sunshine Rd - Base+dev
2034 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     273         0.8   287       0.8      0.427        8.5   LOS A       3.3     23.3       0.85      0.83     0.85    49.1
 2      T1      42         0.0    44       0.0      0.427        8.5   LOS A       3.3     23.3       0.85      0.83     0.85    53.5
 3      R2     369         3.1   388       3.1      0.461      12.7 LOS B          4.0     28.5       0.86      0.82     0.86    50.5
 3u     U       61         1.9    64       1.9      0.461      14.8 LOS B          4.0     28.5       0.86      0.82     0.86    51.5
 Approach      745         2.0   784       2.0      0.461       11.1 LOS B         4.0     28.5       0.86      0.83     0.86    50.4

 East: Noosa Drive (E)
 4      L2     496         2.3   522       2.3      0.518        8.4   LOS A       5.0     35.6       0.88      0.83     0.94    52.2
 5      T1     355         1.6   374       1.6      0.543      10.6 LOS B          5.3     37.3       0.90      0.92     1.04    48.4
 6      R2      32         0.0    34       0.0      0.543      15.6 LOS B          5.3     37.3       0.90      0.92     1.04    51.7
 6u     U       25         0.0    26       0.0      0.543      17.8 LOS B          5.3     37.3       0.90      0.92     1.04    52.7
 Approach      908         1.9   956       1.9      0.543        9.8   LOS A       5.3     37.3       0.89      0.87     0.98    51.0

 North: Grant Street (N)
 7      L2      34         0.0    36       0.0      0.348      17.7 LOS B          2.7     19.1       1.00      0.98     1.00    45.3
 8      T1      54         0.0    57       0.0      0.348      17.9 LOS B          2.7     19.1       1.00      0.98     1.00    46.3
 9      R2      47         4.5    49       4.5      0.348      23.4 LOS C          2.7     19.1       1.00      0.98     1.00    41.8
 9u     U       1          0.0     1       0.0      0.348      25.2 LOS C          2.7     19.1       1.00      0.98     1.00    47.2
 Approach      136         1.6   143       1.6      0.348      19.8 LOS B          2.7     19.1       1.00      0.98     1.00    44.7

 West: Noosa Drive (W)
 10     L2      69         0.0    73       0.0      0.423        8.0   LOS A       3.2     22.9       0.82      0.79     0.82    49.2
 11     T1     262         2.6   276       2.6      0.423        8.0   LOS A       3.2     22.9       0.82      0.79     0.82    50.9
 12     R2     268         0.0   282       0.0      0.372      12.0 LOS B          3.0     21.1       0.79      0.79     0.79    47.5
 12u    U      102         1.1   107       1.1      0.372      14.3 LOS B          3.0     21.1       0.79      0.79     0.79    42.5
 Approach      701         1.2   738       1.2      0.423      10.5 LOS B          3.2     22.9       0.80      0.79     0.80    48.4

 All          2490         1.7   2621      1.7      0.543      10.9 LOS B          5.3     37.3       0.86      0.84     0.90    49.8
 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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