Appendix E- Traffic Impact Statement · MCU23/0078

MOVEMENT SUMMARY
       Site: A1 [A1-2026 BG+DEV-SAT (Site Folder: 2026 BG+DEV)]
620.30926-Noosa Civic Expansion
Prepared by: AC
Reviewed by: BR
Site Category: Proposed Design 1
Give-Way (Two-Way)


 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: Unnamed Road (S)
 1       L2     1       3.0       1      3.0       0.014       5.6   LOS A      0.0      0.0       0.00      0.02    0.00    58.0
 2       T1    24       3.0      25      3.0       0.014       0.0   LOS A      0.0      0.0       0.00      0.02    0.00    59.8
 Approach      25       3.0      26      3.0       0.014       0.2      NA      0.0      0.0       0.00      0.02    0.00    59.7

 North: Unnamed Road (N)
 8       T1    22       3.0      23      3.0       0.154       0.1   LOS A      0.8      5.7       0.10      0.52    0.10    55.1
 9       R2    232      3.0     244      3.0       0.154       5.6   LOS A      0.8      5.7       0.10      0.52    0.10    53.1
 Approach      254      3.0     267      3.0       0.154       5.1      NA      0.8      5.7       0.10      0.52    0.10    53.2

 West: Lot 3 Northern Access Road (W)
 10      L2    248      3.0     261      3.0       0.166       5.7   LOS A      0.8      5.5       0.09      0.55    0.09    53.2
 12      R2     1       3.0       1      3.0       0.166       6.9   LOS A      0.8      5.5       0.09      0.55    0.09    52.7
 Approach      249      3.0     262      3.0       0.166       5.7   LOS A      0.8      5.5       0.09      0.55    0.09    53.2

 All           528      3.0     556      3.0       0.166       5.1      NA      0.8      5.7       0.09      0.51    0.09    53.5
 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.
Minor Road Approach LOS values are based on average delay for all vehicle movements.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is
not a good LOS measure due to zero delays associated with major road movements.
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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Noosa Expansion SIDRA-v0.6.sip9