Response to Information Request 5-7 Rufous Street Peregian Beach - Attachment E MCU13/0092

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



 Movement Performance              -   Vehicles
 Mov          ’aD        Demand Flows                    Deg.’Average           Level of     95% Back of Queue         j:   .


                                                                                                                                Prop.’     Effective   Averag
  ID          Mov,       Total.’          HV
                                                ,
                                                         Satn  Delay            Service      Vehicles,      Dlstari~,’        Queued’ ..Stop Rate’ Speed ~
                                                                                                                      m ~. ’l’~ ’;
                                                                                                                                       ’

                                                                                                                                           er veh  ’’’i~km/h,
       .’<<         .~                                            :                                                                  .",
 .
                         vehlh’          ’%’.       "
                                                          vlc         ’
                                                                        sec              .
                                                                                                  veh          ’.                  "




 South: David Low Way    -   South

 1            L2             103          1.0           0.341           1.5      LOSA                0.1             0.4          0.00          0.18      57.7

 2            T1             552          1.0           0.341           1.5      LOSA                0.1             0.4          0.00          0.18      57.7

 3u            U              14          1.0           0.012          12.8      LOS B               0.1             0.4          0.48          0.70      45.0

 Approach                    668          1.0           0.341           1.7          NA              0.1             0.4          0.01          0.19      57.4

 North: David Low Way    -
                             North

 8            T1             467          1.0           0.241           0.0      LOSA                0.4             2.5          0.00         0.00       59.9

 9            R2              76          1.0           0.089          12.5      LOS B               0.4             2.5          0.58         0.81       45.2

 9u           U                1          1.0           0.089          12.5      LOS B               0.4            2.5           0.58         0.81       45.2

 Approach                    544          1.0           0.241           1.8          NA              0.4             2.5         0.08           0.11      57.3

 West: Woodland Drive    -
                             West

 10           L2              92          1.0           0.118          13.7      LOS B               0.6            4.2          0.68          0.81       44.2

 12           R2             108          1.0           0.425          27.1      LOS D               1.7            11.8         0.87           1.02      35.1

 Approach                    200          1.0           0.425          21.0      LOS C               1.7            11.8         0.78          0.92       38.7


 All Vehicles            1413             1.0           0.425           4.5          NA              1.7            11.8         0.15          0.27       53.7



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 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.




Processed: Thursday, 25 July 2013 2:00:36 PM                    Copyright@ 2000-2013 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.9.3896                                   www.sidrasolutions.com                                          SIDRA
Project: P:\2011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIDavid Low Way             -
                                                                                                     Woodland Dr.sip6           INTERSECTION 6
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