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

MOVEMENT SUMMARY
\l Site: 2015 PM Pre Dev
12-060 Perigian Beach
Woodland Drive I Rufous Street
2015 PM 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
 .
     ,,: i’ Mov:
  ID :               ,~’   "
                                   Total            HV      ’;f~:.~~.tn..,<~.:~;pel~y ’. ,’1’ Service                ":Vehicles ;’:~.Dlst~nce ,J        ,Queued t:* Stop Rate ’" Speed
                                                                                                                                                             ’.
       .   :’    ,
                     ",.       ~veh/h                %    ;.: :,"   vlc   ,   :’-’"   ’.
                                                                                           sec"                  "
                                                                                                                       "
                                                                                                                               ,
                                                                                                                                veh              m                ’.    per veh   ,km/h
 South: Rufous Street          -
                                   South

 1          L2                           2          1.0          0.048                 10.6            LOS B                       0.2          1.3        0.28            0.66      46.9

 3          R2                          34          1.0          0.048                 10.6            LOS B                       0.2          1.3        0.28            0.66      46.9

 Approach                               36          1.0          0.048                 10.6            LOS B                       0.2          1.3        0.28            0.66      46.9

 East: Woodland Drive          -
                                   East

 4          L2                          34          1.0          0.048                     3.5         LOSA                        0.0          0.0        0.00            0.37      55.0

 5          T1                          56          1.0          0.048                     3.5         LOSA                        0.0          0.0        0.00            0.37      55.0

 Approach                               91          1.0          0.048                     3.5            NA                       0.0          0.0        0.00            0.37      55.0

 West: Woodland Drive              -
                                       West

 11         T1                         49           1.0          0.027                     0.7         LOSA                        0.2          1.1        0.19            0.05      55.5

 12         R2                           2          1.0          0.027                     0.7         LOSA                        0.2          1.1        0.19            0,05      55.5

 Approach                               51          1.0          0.027                     0.7            NA                       0.2          1.1        0.19            0.05      55.5


 All Vehicles                          178          1.0          0.048                     4.2            NA                       0.2          1.3        0.11            0.34      53.3



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 5:00:44 PM                               Copyright@ 2000-2013 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.9.3896                                             www.sidrasolutions.com                                                          SIDRA
Project: P:\2011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIWoodland Dr                                         -   Rufous St.sip6             INTERSECTION 6
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