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

MOVEMENT SUMMARY
\l Site: 2015 SAT Pre Dev
12-060 Perigian Beach
Woodland Drive I Rufous Street
2015 SAT Pre Development
Giveway I Yield (Two-Way)



 Movement Performance                                  -   Vehicles
                                                                      ’
 Mov           aD
               ’
                                    .
                                             Demand Flows               Deg.       Average      Level of     95% Back of Queue           Prop.     Effective   Average
  ID .,.   .
               Mov ~"                        Total            HV’, Satn            .


                                                                                    Delay        Service’        Vehicles   Dlstanc     Queued     Stop Rate    Speed
.~.t~, ’~"              :;!;.   "
                                    .1       vehlh             %’" wi     vlc           sec   ..
                                                                                                         .
                                                                                                             .     "veh            m’        ,":
                                                                                                                                                     per veh     km/h
 South: Rufous Street                    -
                                             South

 1                 L2                              2          1.0     0.047            10.5       LOS B               0.2         1.3     0.25          0.66      47.1

 3             R2                                 35          1.0     0.047            10.5       LOS B               0.2         1.3     0.25          0.66      47.1

 Approach                                         37          1.0     0.047            10.5       LOS B               0.2        1.3      0.25          0.66      47.1

 East: Woodland Drive                    -
                                              East

 4                 L2                             35          1.0     0.035             4.8       LOSA               0.0         0.0      0.00          0,46      53.3

 5             T1                                 32          1.0     0.035             4.8       LOSA               0.0         0.0      0.00          0,46      53.3

 Approach                                         66          1.0     0.035             4.8          NA              0.0         0.0      0.00          0,46      53.3

 West: Woodland Drive                        -
                                                 West

 11            T1                                 55          1.0     0.030             0.6       LOS A              0.2         1.2      0.16          0.05      56.1

 12            R2                                 2           1.0     0.030             0.6       LOSA               0.2         1.2      0.16          0.05      56.1

 Approach                                         57          1.0     0.030             0.6          NA              0.2         1.2      0.16         0.05       56.1


 All Vehicles                                    160          1.0     0.047             4.6          NA              0.2         1.3       0.11        0.36       52.7



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




Processed: Tuesday, 23 July 2013 5:12:31 PM                                     Copyright @ 2000-2013 Akcelik and Associates Ply LId
SIDRA INTERSECTION 6.0.9.3896                                                   www.sidrasolutions.com
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Project: P:12011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIWoodland Dr- Rufous St.sip6                                        INTERSECTION 6
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