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

MOVEMENT SUMMARY
V Site: 2025 SAT Pre Dev
12-060 Perigian Beach
Woodland Drive I Rufous Street
2025 SAT Pre Development
Giveway I Yield (Two-Way)



 Movement Performance                 -
                                          Vehicles
 .Mov        00             Demand Flows             Deg.       Average      Level of     95% Back of Queue           Prop.    Effective, Average
         .




  10         Mov            Total            HV       Satn       Delay        Service      Vehicles      Distance    Queued   Stop Rate    Speed,
 : .
                            vehlh             %        vlc           sec                         veh            m                er veh   ,.   km/h
 South: Rufous Street   -
                            South

 1           L2                   2          1.0     0.048          10.6       LOS B             0.2           1.3     0.27       0.66         46.9

 3           R2                  35          1.0     0.048          10.6       LOS B             0.2           1.3     0.27       0.66         46.9

 Approach                        37          1.0     0.048          10.6       LOS B             0.2           1.3     0.27       0.66         46.9

 East: Woodland Drive   -
                             East

 4           L2                  35          1.0     0.038           4.4       LOS A             0.0          0.0      0.00       0.43         53.8

 5           T1                  38          1.0     0.038           4.4       LOSA              0.0          0.0      0.00       0.43         53.8

 Approach                        73          1.0     0.038           4.4          NA             0.0          0.0      0.00       0.43         53.8

 West: Woodland Drive       -
                                West

 11          T1                  65          1.0     0.035           0.6       LOS A             0.2           1.4     0.17       0.04         56.0

 12          R2                  2           1.0     0.035           0.6       LOS A             0.2          1.4      0.17       0.04         56.0

 Approach                       67           1.0     0.035           0.6          NA             0.2          1.4      0.17       0.04         56.0


 All Vehicles                   177          1.0     0.048           4.2          NA             0.2          1.4      0.12       0.33         53.0



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




Processed: Tuesday, 23 July 2013 5:12:16 PM                  Copyright @ 2000-2013 Akcelik and Associates Ply LId
SIDRA INTERSECTION 6.0.9.3896                                www.sidrasolutions.com                                   SIDRA
Project: P:12011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\Woodland Dr Rufous St.sip6
                                                                                             -

                                                                                                                      INTERSECTION 6
8000122, ADAM PEKOL CONSULTING, PLUS 11PC