Appendix E- Traffic Impact Statement · MCU23/0078

MOVEMENT SUMMARY
       Site: I1 [I1-2036 BG-PM (Site Folder: 2036 BG)]
620.30926-Noosa Civic Expansion
Prepared by: AC
Reviewed by: BR
Site Category: Base Year
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: Hofmann Drive (S)
 2        T1   270      3.0     284      3.0       0.393       1.8   LOS A      2.7      19.6      0.57      0.62    0.57    25.7
 3       R2    127      3.0     134      3.0       0.393      14.0   LOS A      2.7      19.6      0.57      0.62    0.57    12.6
 3u       U     2       3.0       2      3.0       0.393       6.0   LOS A      2.7      19.6      0.57      0.62    0.57    30.0
 Approach      399      3.0     420      3.0       0.393       5.7   LOS A      2.7      19.6      0.57      0.62    0.57    16.7

 East: Noosa Civic Access Road (E)
 4        L2   128      3.0     135      3.0       0.345       1.3   LOS A      2.3      16.4      0.47      0.31    0.47    12.4
 6       R2    248      3.0     261      3.0       0.345       1.3   LOS A      2.3      16.4      0.47      0.31    0.47    11.0
 6u       U     2       3.0       2      3.0       0.345       1.3   LOS A      2.3      16.4      0.47      0.31    0.47    10.0
 Approach      378      3.0     398      3.0       0.345       1.3   LOS A      2.3      16.4      0.47      0.31    0.47    11.5

 North: Hofmann Drive (N)
 7        L2   150      3.0     158      3.0       0.288       5.8   LOS A      1.9      13.7      0.39      0.43    0.39    10.9
 8        T1   183      3.0     193      3.0       0.288       0.8   LOS A      1.9      13.7      0.39      0.43    0.39    27.3
 9u       U     2       3.0       2      3.0       0.288       5.0   LOS A      1.9      13.7      0.39      0.43    0.39     2.9
 Approach      335      3.0     353      3.0       0.288       3.1   LOS A      1.9      13.7      0.39      0.43    0.39    14.2

 All           1112     3.0     1171     3.0       0.393       3.4   LOS A      2.7      19.6      0.48      0.46    0.48    13.5
 Vehicles


Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
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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