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

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



 Movement Performance               -
                                        Vehicles
 Mov     ~


             .
                 00       Demand Flows,’: fe’"           Deg.".~’ Average;~ Lev l of ~" 95% Back of.Oue e ."
                                                                  .
                                                                                                            ,.
                                                                                                                           Prop:
                                                                                                                              f
                                                                                                                                         .Effective ";.’Average’
                                                                                                                                         p
                                                                                                                                         .




  10             Mov’     Total            HV:,’,   ;    Satn’~!t, Delay:, :’. Service~ ,... Vehicles’; ’Distance :Oueued ’~. Stop Rate /,,’ Speed,’-
                                            0/0 ~1 ~.~ /;;Jv/c ~f:                   ~(~l ,~~4~...,v h~~~.i~ l~~’\’ m ~~1r .jl\~~::./):::;,.- er veh ’;{ km/t
                                                                                                                   -
                                                                 J
   .1"
     .
             :   ~
                      .


                          veh/h                                    ,i#( see   ,"  ~’" #,   ~

                                                                                                                         ’"                           ,.~t
                                                                                                                                                                    ~




 South: David Low Way     -
                              South

 1               L2            35          3.0          0.339           0.6          LOSA             0.1          0.5            0.00       0.07            59.1

 2               T1           611          3.0          0.339           0.6         LOSA              0.1          0.5            0.00       0.07            59.1

 3u              U             17          3.0          0.017          13.2         LOS B             0.1          0.5            0.51       0.71            44.6

 Approach                     664          3.0          0.339           0.9                NA         0.1          0.5            0.01       0.09            58.7

 North: David Low Way     -
                              North

 8               T1           532          3.0          0.278           0.0         LOS A             0.1          0.7            0.00       0.00            59.9

 9               R2            21          3.0          0.026          12.6         LOS B             0.1          0.7            0.57       0.74            45.1

 9u              U              1          3.0          0.026          12.6         LOS B             0.1          0.7            0.57       0.74            45.1

 Approach                     554          3.0          0.278           0.5                NA         0.1          0.7            0.02       0.03            59.2

 West: Woodland Drive     -
                              West

 10              L2            17          3.0          0.159          21.0         LOS C             0.5          3.9            0.78       0.90            38.7

 12              R2            30          3.0          0.159          21.0         LOSC              0.5          3.9            0.78       0.90            38.7

 Approach                     47           3.0          0.159          21.0         LOSC              0.5          3.9            0.78       0.90            38.7


 All Vehicles             1265             3.0       0.339              1.5                NA         0.5          3.9            0.05       0.09            57.8



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




Processed: Tuesday, 23 July 2013 2:52:15 PM                     Copyright @ 2000-2013 Akcelik and Associates Ply Ltd
SIDRA INTERSECTION 6.0.9.3896                                   www.sidrasolutions.com                                            SIDRA
Project: P:\2011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIDavid Low Way              -
                                                                                                      Woodland Dr.sip6            INTERSECTION 6
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