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

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



 Movement Performance              -   Vehicles

 j’v1ov’     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
                                           %’
                                                  .
     .   "
                   .    veh/h                             ,
                                                              vlc       ,sec                           veh              m                 er veh     km/h
 South: David Low Way    -   South

 1           L2              26           1.0         0.305                 0.5       LOSA                0.1          0.4     0.00         0.06      59.3

 2           T1              564          1.0         0.305                 0.5       LOS A               0.1          0.4      0.00        0.06      59.3

 3u          U                14          1.0         0.012                12.9       LOS B               0.1          0.4     0.48         0.70      45.0

 Approach                    604          1.0         0.305                 0.7          NA               0.1          0.4     0.01         0.07      58.9


 North: David Low Way   -
                            North

 8           T1             480           1.0         0.248                 0.0       LOSA                0.0          0.2     0.00         0.00      59.9

 9           R2               5           1.0         0.007                12.2      LOS B                0.0          0.2     0.53         0.69      45.5

 9u          U                1           1.0         0.007                12.2      LOS B                0.0          0.2     0.53         0.69      45.5

 Approach                   486           1.0         0.248                 0.2          NA               0.0          0.2     0.01         0.01      59.7


 West: Woodland Drive   -
                            West

 10          L2              15           1.0         0.149                18.8      LOSC                 0.5          3.7     0.74        0.89       40.2

 12          R2              38           1.0         0.149                18.8      LOSC                 0.5          3.7     0.74        0.89       40.2

 Approach                    53           1.0         0.149                18.8      LOSC                 0.5          3.7     0.74        0.89       40.2


 All Vehicles            1143             1.0         0.305                 1.3          NA               0.5          3.7     0.04        0.08       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 elik M3D).
HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




Processed: Tuesday, 23 July 2013 3:18:36 PM                         Copyright @ 2000-2013 Akcelik and Associates Ply LId
SIDRA INTERSECTION 6.0.9.3896                                       www.sidrasolutions.com                                    SIDRA
Project: P:12011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIDavid Low Way                  -   Woodland Dr.sip6    INTERSECTION 6
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