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

MOVEMENT SUMMARY
V Site: 2013 SAT Existing Conditions
12-060 Perigian Beach
Woodland Drive I Rufous Street
2013 SAT Existing Conditions
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’               Tot l   .

                                                 HV       Satn       .




                                                                      Delay ’Service             Vehicles       Distance     Queued    Stop Rate   Speed
                                                                                      fl-
,r
       .
           q         ,
                         _.   veh/h       P     ’’".%       v/c’      ’*,’   sec \.                    veh              m                 erveh      km/h
 South: Rufous Street     -   South

 1             L2                    2           1.0      0.047              10.4     LOS B             0.2            1.3     0.24         0.65     47,1

 3             R2                   35           1.0     0.047               10.4     LOS B             0.2            1.3     0.24         0,65     47.1

 Approach                           37           1.0     0,047               10.4     LOS B             0,2            1.3     0.24         0,65     47.1

 East: Woodland Drive         -
                                  East

 4             L2                   35           1.0     0,035               4,9      LOSA              0,0            0,0     0,00        0.46      53,2

 5             T1                   31           1.0     0.035               4,9      LOSA              0.0            0.0     0.00        0.46      53.2

 Approach                           65           1,0     0.035               4,9            NA          0.0            0.0     0,00        0.46      53.2

 West: Woodland Drive         -
                                  West

 11            T1                   53           1.0     0.029               0.6      LOSA              0.2            1.1     0.16        0.05      56.1

 12            R2                    2           1.0     0,029               0.6      LOSA              0.2            1.1     0.16        0.05      56,1

 Approach                           55           1.0     0.029               0.6            NA          0.2            1,1     0,16        0.05      56.1


 All Vehicles                      157           1.0     0,047               4.7            NA          0.2            1.3      0.11       0,36      52.6



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 Designatio!).




Processed: Tuesday, 23 July 2013 5:12:42 PM                       Copyright @ 2000-2013 Akcelik and Associates Ply Ltd
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
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