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

’_




                                                                                                                                                   ,




                                                                                                                                                          .




         MOVEMENT SUMMARY
         Site: 2015 SAT Post Dev

         12-060 Perigian Beach
     Woodland Drive I Rufous Street
     2015 SAT Post Development
         Giveway I Yield (Two-Way)


                                                                                                                                      -

                                                                                    -
                                                        --
                              -            _
         -




     I

     I
          Movement Performance                 -   Vehicles
                                                                                                                                                         ctl~e
         fMOV~~09.~ii’\iD~~ d F.IOWs~4t~ADeg’~~J~Av’erage,1,~L                                                            f.’QI,l
         ~ ov;;:-;~~1otal.V~__;~~t!\
          ~~~<<tic eh/h1
                                      ,~~’9"~lay.;~,(~:Service h "yehi.fJE?~ilal~!s\aD
                                  v/c,.Ii’’’’’.~~;ft"sec~’’’:~~~ ~4~i:veh
                                                       %.,l,j;"",,1
                                                                                       ~.
                                                                               ~~Sf~i"ltm{
                                                                                                vel,OfJi95%’8~.<?~; Yit\:.,()_P;~\~Eff ~f.verag-~-
                                                                                                                                          ueued~i!/~~t.?p_l3at
                                                                                                                                          ~1t~ er veh".,w 1"ikm/
                                                                                                                                                                  J~p-~~g
                                                                                                                                                                 ,:



          South: Rufous Street   -
                                     South

          1          L2                   8           1.0             0.233             11.8   LOS B               1.0              7.3     0.39          0.72        46.0

          3          R2                  156          1.0             0.233             11.8   LOS B               1.0              7.3     0.39          0.72        46.0

          Approach                       164          1.0             0.233             11.8   LOS B               1.0              7.3     0.39          0.72        46.0


         ~ t: W oalana Drive      -   East

          4          L2                  156          1.0             0.101             7.9    LOS A               0.0              0.0     0.00          0.63        50.0

          5          T1                   32          1.0             0.101             7.9    LOS A               0.0              0.0     0.00          0.63        50.0

          Approach                       187          1.0             0.101             7.9        NA              0.0              0.0     0.00          0.63        50.0


          West: Woodland Drive       -
                                         West

          11         T1                   55          1.0             0.036             2.1    LOS A               0.2              1.5     0.29          0.15        52.8

          12         R2                    8           1.0            0.036             2.1    LOS A               0.2              1.5     0.29          0.15        52.8

          Approach                        63           1.0            0.036             2.1        NA              0.2              1.5     0.29          0.15        52.8



          All Vehicles                   415           1.0            0.233             8.6        NA              1.0              7.3     0.20          0.59        48.8



         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 W-Io-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 2:28:46 PM                           Copyright @ 2000-2013 Akcelik and Associates Pty lid
         SIDRA INTERSECTION 6.0.2.3730                                        www,sidrasolutions.com
         Project: P:12011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\Woodland Dr
         8000122,ADAM PEKOL CONSULTING, PLUS /1 PC
                                                                                                              -
                                                                                                                  Rufous St.sip6           m~~EtTlfJN&.