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

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        MOVEMENT SUMMARY
        Site: 2025 SAT Post Develo~ment
        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
        1M                                            Average.:~f~~evel,2ti.,~,95% RA,:;~:’nfjaUe~~’" ~~JR~?r:"
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        ~J~:~~   ~_     eh/h~  %                            v/c
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         South: David Low Way’ South
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         1          L2                95          1.0     0.398           1.2      LOS A             0.0            0.0      0.00    0.15          58.2

         2          T1               672          1.0     0.398           1.2      LOS A             0.0            0.0      0.00    0.15          58.2

         3u          U                17          1.0     0.017          13.7      LOS B             0.1            0.5      0.53    0.74          44.5

         Approach                    783          1.0     0.398           1.5          NA            0.1            0.5      0.01    0.17          57.8


         North: David Low Way’   -
                                     North

         8          T1               571          1.0     0.294           0.0      LOS A             0.0            0.0      0.00    0.00          59.9

         9          R2                64          1.0     0.090          14.0      LOS B             0.3            2.4      0.62    0.87          44.2

         9u          U                 1          1.0     0.090          14.0      LOS B             0.3            2.4      0.62    0.87          44.2

         Approach                    636          1.0     0.294           1.5          NA            0.3            2.4      0.06    0.09          57.8


         West: Woodfand Drive    -   West

         10         L2                79          1.0     0.681          37.9      LOS E                3.7        26.3      0.90    1.17          30.2

         12         R2                95          1.0     0.681          37.9      LOS E                3.7        26.3      0.90    1.17          30.2

         Approach                    174          1.0     0.681          37.9      LOS E                3.7        26.3      0.90    1.17          30.2


         All Vehicles            1593              1.0    0.681           5.5          NA               3.7        26.3      0.13    0.24          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 th e 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 lik M3D).
        HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




        Processed: Tuesday, 14 May 2013 4:50:37 PM                Copyright @ 2000-2013 Akcelik and Associates Pty Ltd
        SIDRA INTERSECTION 6_0_2.3730                             www.sidrasolutions.com
        Project: P:\2011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\David Low Way
        8000122,ADAM PEKOL CONSULTING, PLUS I 1 PC
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