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

MOVEMENT SUMMARY
V Site: 2025 PM Pre Development
12-060 Peregian Beach SC
David Low Way I Woodland Drive
2025 PM Pre Development
Giveway I Yield (Two-Way)



 Movement Pe         ormance         -   Vehicles
 Mov         ’OD         ’,,: Deman-d Flows’:        Deg.,’ Average         Level of     95% Back of Queue",,,".’   ,Prop.         Effective’ Average
  ID     "   ~Mov"       ’:,Total     ’:: HV< ’. Satn i ,:Delay    ;’,Service ~ "Vehlcl s":~ Dls anc~~ Queued’ Stop Rate, Speed
~;   "        ’,~~   v
                         <:".\ eh/t ..:".A~,%" ~,M, "v/c :. ’:sec’           ?.:. ’:’veh"",’,’;,.’~’::’m~I"
                                                                             "
                                                                                                                    ,

                                                                                                                  erveh     km/h
                                                                                                                               .




 South: David Low Way       -   South

 1            L2                43          3.0     0.404           0.6          LOSA            0.1          0.6       0.00           0.07      59.1

 2            T1               727          3.0     0.404           0.6          LOSA            0.1          0,6       0.00           0.07      59,1

 3u           U                 19          3.0     0.022          13.9          LOS B           0.1          0.6       0.56           0.75      44.0

 Approach                      789          3.0     0.404           0.9            NA            0.1          0.6       0.01           0.09      58.6

 North: David Low Way      -
                               North

 8            T1               633          3.0     0.331           0.1          LOSA            0.1          1.0       0.00           0.00      59.9

 9            R2                24          3.0     0.036          13.7          LOS B           0.1          1.0       0.61           0.80      44.1

 9u           U                  1          3.0     0.036          13.7          LOS B           0.1          1.0       0.61           0.80      44.1

 Approach                      658          3.0     0.331           0.6            NA            0.1          1.0       0.02           0.03      59.1

 West: Woodland Drive      -
                               West

 10           L2                17          3.0     0.242          29.6      LOS D               0.8          5.9       0.87           0.97      33.8

 12          R2                 30          3.0     0.242          29.6      LOS D               0.8          5.9       0.87           0.97      33.8

 Approach                       47          3.0     0.242          29.6      LOS D               0.8          5.9       0.87           0.97      33.8


 All Vehicles              1494             3.0     0.404           1.7            NA            0.8          5.9       0.04           0.09      57.5



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, 23 July 2013 2:52:36 PM                 Copyright@ 2000-2013 Akcelik and Associates Pty lid
SIDRA INTERSECTION 6.0.9.3896                               www.sidrasolutions.com                                      SIDRA
Project: P:\2011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\David Low Way         -
                                                                                                 Woodland Dr.sip6       INTERSECTION 6
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