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

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     MOVEMENT SUMMARy
     Site: 2015 PM Pre Dev
     12-060 Perigian Beach
     Woodland Drive I Rufous Street
     2015 PM Pre Development
     Giveway I Yield (Two-Way)


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      Movement Performance                   -   Vehicles
                                          andtF,I
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     lMo~_en
     ~     ifotalli"t’HV’’’’~ r~Sat’i4~~tigela~:\i:; ’)Le;~lEr8~,1k
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                  .I~%~~~               h/l                 iJ,.>f~/c .’,fr,.~,trsec’       .
                                                                                                              ’l>veh            m~~~                     ~ er veh~~’km/h
      S.9uth: RufQ!.ls Street   -   South

      1            L2                    2          1.0         0.047          10.7             LOSS            0.2            1.3          0.25                  0.67           47.1

      3            R2                   35          1.0         0.047          10.7             LOS S           0.2            1.3          0.25                  0.67           47.1

      Approach                          37          1.0         0.047          10.7             LOS S           0.2            1.3          0.25                  0.67           47.1


      East: Woodland Drive      -   East

      4            L2                   35          1.0         0.041           4.2             LOSA            0.0            0.0          0.00                  0.42           54.2

      5            T1                   43          1.0         0.041           4.2             LOSA            0.0            0.0          0.00                  0.42           54.2

      Approach                          78          1.0         0.041           4.2                  NA         0.0            0.0          0.00                  0.42           54.2


     :"West::_Woo lano Drive West   -




      11           T1                   38          1.0         0.021           0.8             LOS A           0.1            0.8          0.17                  0.07           55.7

      12           R2                    2          1.0         0.021           0.8             LOSA            0.1            0.8          0.17                  0.07           55.7

      Approach                          40           1.0        0.021           0.8                  NA         0.1            0.8          0.17                  0.07           55.7



      All Vehicles                      155          1.0        0.047           4.9                  NA         0.2            1.3          0.10                  0.39           52.7



     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 Ap proach LOS values are Not Applicable for !:wo-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 Movemen! Classes of All Heavy Vehicle Model Designation.




     Processed: Tuesday, 14 May 2013 4:43:48 PM                         Copyright @ 2000-2013 Akcelik and Associates Pty Ltd

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     SIDRA INTERSECTION 6.0.2.3730                                      www.sidrasolutions.com
     Project:   P:\2011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\Woodland Dr                 -   Rufous St.sip6                N>1~       ’.’
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