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

MOVEMENT SUMMARY
Site: 2013 SAT Existing Conditions
12-060 Peregian Beach SC
David Low Way I Woodland Drive
2013 PM Existing Conditions
Giveway I Yield (Two-Way)


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     Movement Performance                       -   Vehicles
                               ~tDem-and                                                    31 !95%18 ck’ Queue ~ ~!’:-.
                                                                                                            of                P.rop:;~:’~Effectlve:)’.’.~Average’f
                                                                                                                                  of                  \.,

    lMOV,!;~:""~ODZt~’-’~’_~-’:
                       \.~....~1"I~
                                          F,IOWS;~f:;~’~7,iDeg:~:":’.’1Average"’J,nLevel
                                                              tt.,f- ":~1                                    ..~t~)      "-’-""’’’i         ".’\:....~"     "~I       ’.’\.""".   ~-<..~.   or_




         -;ii~~i.’~..tW,~~v~                                   ~1:’li.".J!~r
    ..                                                                                     ’’’rj;   ’;
                                                ,~..
         ’<,’ifJ.             ;:~!Total ’1_\,~lHV~~~"                        elay :tService’" ’.;-.Vehicles ;~.;"Dlstance,~,,’Queued ’iltStop’Rate’,: fSpeed’
    hiD               ~’;’::                    ..,~"  MSatn,~:’,:i1’t’                    S,",\I
    ~~:,\~ttfi~.                          h/h           %\t;~~..,,~t~v/ ’~,;~ !11}~-,J~;Jsec~,.;’I~.~’~,’f’~;-~’:.~~~’l:.;"~;,~’,r~1~v h~~:;:~:~~~t ~m~~’,&~)’:,:;’.~~~ l}~?f’ 1vert, ~<~.~:,~km/h’
    South                     ay      -
                                          Sout

     1                                    25            1.0             0.295           0.5              LOS A            0.0               0.0              0.00                    0.06    59.3

    2                                     545           1.0             0.295           0.5              LOSA             0.0               0.0              0.00                    0.06    59.3

     3u                                    14           1.0             0.012          13.1              LOS B            0.0               0.4              0.47                    0.71    45.0

    Approach                              584           1.0             0.295           0.8                NA             0.0               0.4              0.01                    0.07    58.9




                                                        1.0             0.239           0.0              LOSA             0.0               0.0              0.00                    0.00    59.9

                                                        1.0             0.006          12.4              LOS B            0.0               0.2              0.53                    0.69    45.6

                                                        1.0             0.006          12.4              LOS B            0.0               0.2              0.53                    0.69    45.6

                                                        1.0             0.239           0.2                NA             0.0               0.2              0.01                    0.01    59.7




                                                        1.0             0.141          18.4              LOSC             0.5               3.5              0.72                    0.89    40.7

     12         R2                                      1.0             0.141          18.4              LOS C            0.5               3.5              0.72                    0.89    40.7

     Approach                             53            1.0             0.141          18.4              LOSC             0.5               3.5              0.72                    0.89    40.7


     All Vehicles                     1106              1.0             0.295           1.4                NA             0.5               3.5              0.04                    0.09    58.0



    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 lik M3D).
    HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




                                                                                Copyright @ 2000-2013 Akcelik and Associates Ply Ltd
Processed: Tuesday, 14 May 2013 4:50:35 PM
SIDRA INTERSECTION 6.0.2,3730                                                   www.sidrasolutions.com
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Project: P:\2011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\Oavid Low Way                                     -
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