Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092

    MOVEMENT SUMMARY
    Site: 2013 SAT Existing Conditions
    12-060 Perigian Beach
Woodland Drive I Rufous Street
    2013 SAT Existing Conditions
    Giveway I Yield (Two-Way)


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I
     Movement Performance                   -
                                                Vehicles

                                                        _o!!’,,;95%’~B~~~               ~~Qel
                                                                          ’:"~:BJijf.’rOp’:~.~i                     of Qu   u.e
                                               ay~service _les’~r.y!Dlstance ~QLleued ’~ EffeClIye.);t!f’verag~
    ~
    MOV~!.iIP..~~l,:~;t~~~p mana’FIOWS.q~g.ge’:t1!J
    _            ovr.? ,;’ ’~ii’Total
                 ~~~’
                    ~~~-h/h
                                                   HV,
                                                    %
                                                               Sail;
                                                               ~-t’’’                   ~Si~    Rate’,,~peed,                       ,]

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                                                                                                                                                    Stop
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                                                                                                                                                                      tikm/h


     1           L2                     2          1.0         0.047           10.7      LOS B                0.2             1.3            0.24          0.67         47.1

     3           R2                    35          1.0         0.047           10,7      LOS B                0.2             1.3            0.24          0.67         47.1

     Approach                          37          1.0         0.047           10,7      LOS B                0.2             1.3            0.24          0.67         47.1


    :East: Woodland Drive     -
                                  East
     4           L2                    35          1.0         0.035            5.0      LOSA                 0.0            0.0             0.00          0.48         53.2

     5           T1                    31          1.0         0.035            5.0      LOSA                 0.0            0.0             0.00          0.48         53.2

     Approach                          65          1.0         0.035            5.0          NA               0.0            0.0             0.00          0.48         53.2


     \f!fst: W      lim   Drive   -
                                      West
     11          T1                    53          1.0         0.029            0.6      LOSA                 0.2             1.1            0.16          0.05         56.1

     12          R2                     2          1.0         0.029            0.6      LOSA                 0.2             1.1            0.16          0.05         56.1

     Approach                          55          1.0         0.029            0.6          NA               0.2             1.1            0.16          0.05         56.1


     All Vehicles                     157          1.0         0.047            4.8          NA               0.2             1.3            0.11          0.37         52.6



    Level of Service (LOS)Method: Delay (HCM 2000).
    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.
    SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.

    Gap-Acceptance Capacity: SIDRA Standard (Ak elik M3D).
    HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




    Processed: Tuesday, 14 May 2013 2:28:45 PM                          Copyright @ 2000-2013 Akcelik and Associates Pty LId                 .;
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