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

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



 Movement Performance                    -   Vehicles

^Mov"        ;
              00    ’~":    pemand Flows’.:;ri." Deg. \:Average ~~ Lev~1 of          .
                                                                                                     .
                                                                                                         95% Back of Que~e             Prop.     Effective    Average
 -’0
                       ’

                                                HV. ~   :    Satn’" " Delay>’:’Service                   Vehicles        Distance     Queued
             ",Mov         \  Total                                                                                                              Stop Rate     Speed
                                                                                                                                        ’

     ~~.~’.. -, ’k:: ":’1’: 0.veh/h              %’ ~~ ’is’v/c ,;.~    ,
                                                                           ~’.see   ....   Ny.~~l,   ’..        veh’             m          .
                                                                                                                                             .
                                                                                                                                                    er veh’     "km/h
 South: Rufous Street      -
                               South

 1             L2                    8          1.0         0.245            12.0          LOS B                 1.1            7.6     0.43          0.74       45.6

 3             R2                  155          1,0         0.245            12.0          LOS B                 1.1            7.6     0.43          0.74       45.6

 Approach                          164          1.0         0.245            12.0          LOS B                 1.1            7.6     0.43          0.74       45.6


 East: Woodland Drive       -
                                East

 4             L2                  155          1.0         0.118             6.5          LOS A                 0.0            0.0     0.00          0.55       51.3

 5             T1                   66          1.0         0.118             6.5          LOSA                  0.0            0.0     0.00          0.55       51.3

 Approach                          221          1.0         0.118             6.5              NA                0.0            0.0     0.00          0.55       51.3

 West: Woodland Drive          -
                                   West

 11            T1                   56          1.0         0.036             2.1          LOSA                  0.2            1.6     0.32         0.14        52.4

 12            R2                    8          1.0         0.036             2.1          LOSA                  0.2            1.6     0.32         0.14        52.4

 Approach                          65           1.0         0.036             2.1              NA                0.2            1.6     0.32         0.14        52.4


 All Vehicles                      449          1.0         0.245             7.9              NA                1.1            7.6     0.20         0.56        49.2



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 5:07:24 PM                         Copyright@ 2000-2013 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.9.3896                                       www.sidrasolulions.com
                                                                                                                                       SIDRA
Project: P:12011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIWoodland Dr                         -
                                                                                                               Rufous St.sip6          INTE.RSECTION 6
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