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

MOVEMENT SUMMARY
Site: 2015 SAT Post Development
12-060 Peregian Beach SC
David Low Way I Woodland Drive
2015 SAT Pre Development
Giveway I Yield (Two-Way)


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     Movement Performance                  -
                                               Vehicles
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                                                                        Delay"~.,{,.5!’Service~~~    Vehlcles                   ,;’Queued’:;;’IlStop Rate,   .Averag~
                                                                                                                                                             .,   Speed
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     South. DaVid La        a~   -
                                     SOUl
     1          L2                   89              1.0    0.340           1.3        LOSA               0.0             0.0         0.00           0.17             58.0

     2          T1                   564             1.0    0.340           1.3        LOSA               0.0             0.0         0.00           0.17             58.0

     3u          u                   14              1.0    0.012          13.2        LOS B              0.1             0.4         0.48           0.71             45.0

    Approach                         667             1.0    0.340           1.6            NA             0.1             0.4         0.01           0.18             57.7




                                                     1.0    0.248           0.0        LOS A              0.0             0.0         0.00           0.00             59.9

                                                     1.0    0.074          12.9        LOS B              0.3             2.1         0.58           0.82             45.1

                                                     1.0    0.074          12.9        LOS B              0.3             2.1         0.58           0.82             45.1

                                                     1.0    0.248           1.6            NA             0.3             2.1         0.07           0.10             57.7




     10                                              1.0    0.480          23.9        LOSC               2.4            16.9         0.81            1.04            37.1

     12         R2                   95              1.0    0.480          23.9        LOS C              2.4            16.9         0.81            1.04            37.1

     Approach                        174             1.0    0.480          23.9        LOSC               2.4            16.9         0.81            1.04            37.1


     All Vehicles                1385                1.0    0.480           4.4            NA             2.4            16.9         0.13           0.25             53.9



    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 4:50:36 PM                      Copyright @ 2000-2013 Akcelik and Associates Pty Ltd
    SIDRA INTERSECTION 6.0.2.3730                                   www.sidrasolutions.com
    Project: P:\2011-12112-060 Peregian Beach’SCICalcslSIDRAIRevised SIDRAIDavid Low Way
    8000122,ADAM PEKOL CONSULTING, PLUS 11PC
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