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

MOVEMENT SUMMARY
\l Site: 2013 PM Existing Conditions
12-060 Perigian Beach
Woodlland Drive I Rufous Street
2013 PM Existing Conditions
Giveway I Yield (Two-Way)



 Movement Performance                 -   Vehicles
 Mov        OD              Demand Flows ’.             ’Deg.    Average  f
                                                                            Level of,
                                                                                  y
                                                                                      95% Back of Queue ’.,", ;Prop.’ ,’. Effectlve’it!" Average
                                                                                               <


  10        Mov             Total         .

                                              ,iHV ,,’ t;l, Satn  Delay  :: Service "Vehicles’ ,Dlstan ’~’%’Queued ’Stop Rate::’Speed
                                                                              u



                            vehlh               %’.."";,,   vie.’ ,’sec\’ ~~..           ,vel  ".      m~"’"          ;"   ’erveh ’,’km/h
 South: Rufous Street   -   South
 1          L2                    2            1.0       0.048            10.6        LOS B            0.2          1.3   0.27   0.66      46.9

 3          R2                   34            1.0       0.048            10.6        LOS B            0.2          1.3   0.27   0.66      46.9

 Approach                        36            1.0       0.048            10.6        LOS B            0.2          1.3   0.27   0.66      46.9

 East: Woodland Drive   -
                             East

 4          L2                   34            1.0       0.047             3.6        LOSA             0.0         0.0    0.00   0.37      54.9

 5          T1                   54            1.0       0.047             3.6        LOSA             0.0         0.0    0.00   0.37      54.9

 Approach                        89            1.0       0.047             3.6          NA             0.0         0.0    0.00   0.37      54.9


 West: Woodland Drive       -
                                West

 11         T1                  47             1.0       0.026             0.7        LOSA             0.1         1.0    0.19   0.05      55.5

 12         R2                   2             1.0       0.026             0.7        LOSA             0.1         1.0    0.19   0.05      55.5

 Approach                       49             1.0       0.026             0.7          NA             0.1         1.0    0.19   0.05      55.5


 All Vehicles                   174            1.0       0.048             4.2          NA             0.2         1.3    0.11   0.34      53.2



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 4:57:15 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 SIDRAIWoodland Dr Rufous St.sip6  -

                                                                                                                          INTERSECTION 6
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