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

MOVEMENT SUMMARY
\l Site: 2025 PM Post Development
12-060 Peregian Beach SC
David Low Way I Woodland Drive
2025 PM Post Development
Giveway I Yield (Two-Way)



 Movement Performance                       -   Vehicles
 Mov           OD’\        ~
                               ~ ’Demand Flows             -

                                                               Deg: ’. ,’Average            -   Level of   95% Back of Queue            Prop.   Effective   Average
 liD        Mov:. r-:~Total                        HV,.        Satn       ":.   Del~y’          Service    Vehicles      Distance      Queued, Stop Rate     Speed
     :~"   !   fld’.   i
                           .

                               "=~veh/h             %’*y   ,   :   v/c’   ,",   "’

                                                                                     sec’             !Y
                                                                                                               veh           :    m’              per veh     km/h
 South: David Low Way             -
                                      South

 1             L2                     104          3.0         0.432                  1.2        LOSA             0.1            0.6     0.00        0.15      58.1

 2             T1                     717          3.0         0.432                  1.2        LOSA             0.1            0.6     0.00        0.15      58.1

 3u            U                       19          3.0         0.021                 13.9        LOS B            0.1            0.6     0.56        0.75      44.1

 Approach                             840          3.0         0.432                  1.5           NA            0.1            0.6     0.01       0.17       57.7

 North: David Low Way             -
                                      North

 8             T1                     623          3.0         0.326                  0.1        LOSA             0.5            3.5     0.00       0.00       59.9

 9             R2                      81          3.0         0.129                 14.4        LOS B            0.5            3.5     0.67       0.89       43.6

 9u            U                        1          3.0         0.129                 14.4        LOS B            0.5            3.5     0.67       0.89       43.6

 Approach                             705          3.0         0.326                  1.7           NA            0.5            3.5     0.08       0.10       57.4

 West: Woodland Drive             -   West

 10            L2                      79          3.0         0.145                 16.5        LOSC             0.7         4.9        0.74       0.90       41.9

 12            R2                      88          3.0         0.692                 60.5        LOSF             2.8        19.8        0.96        1.11      23.2

 Approach                             167          3.0         0.692                 39.6        LOS E            2.8        19.8        0.86        1.01      29.5


 All Vehicles                     1711             3.0         0.692                  5.3           NA            2.8        19.8        0.12       0.22       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: Thursday, 25 July 2013 1 :57:07 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 SIDRAIDavid low Way                          -   Woodland Dr.sip6       INTERSECTION 6
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