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

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



 Movement Performance                        -   Vehicles

 Mo~.., ~’IOD:;’            "
                                  DemandF}ows               .
                                                                Deg.’,       Average    Level of     95% 8ack of Queue              ,Prop.    ,Effective, Average
 ’ID   ’


           ~
               :Mov,   "
                                ),;,Total           riV" .Satn I         ~    Delay     Service      Vehicles’         ~Dlstance’ Queued      Stop Rate t. Speed
 ;:" .;."’. ~~i.P’:: ’.’.   "
                                 ~ vehlh             %:"v/c’                  ’sec                       .
                                                                                                             veh               m’                e’r veh   ,~
                                                                                                                                                                km/h
                                                                                                     .




 South: David Low Way              -
                                       South

 1              L2                      32          1.0         0.364            0.5     LOSA                    0.1          0.5      0.00        0.06         59.3

 2              T1                     672          1.0         0.364            0.5     LOS A                   0.1          0.5      0.00        0.06         59.3

 3u              U                      17          1.0         0.017           13.4     LOS 8                   0.1          0.5      0.53        0.73         44.5

 Approach                              720          1.0         0.364            0.8         NA                  0.1          0.5      0.01        0.07         58.8

 North: David Low Way             -
                                       North

 8              T1                     571          1.0         0.294            0.0     LOSA                    0.0          0.2      0.00        0.00         59.9

 9              R2                       6          1.0         0.009           13.0     LOS 8                   0.0          0.2      0.58        0.73         44.8

 9u             U                        1          1.0         0.009           13.0     LOS 8                   0.0          0.2      0.58        0.73         44.8

 Approach                              578          1.0         0.294            0.2         NA                  0.0          0.2      0.01        0.01         59.7

 West: Woodland Drive             -
                                      West

 10             L2                      15          1.0         0.212           24.3     LOS e                   0.7          5.1      0.83        0.95         36.7

 12             R2                      38          1.0         0.212           24.3     LOSe                    0.7          5.1      0.83        0.95         36.7

 Approach                               53          1.0         0.212           24.3     LOS e                   0.7          5.1      0.83        0.95         36.7


 All Vehicles                     1351              1.0         0.364            1.4         NA                  0.7          5.1      0.04        0.08         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 ~o-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 2:02:24 PM                            Copyright@ 2000-2013 Akcelik and Associates Pty LId
SIDRA INTERSECTION 6.0.9.3896                                           www.sidrasolutions.com                                        SIDRA
Project: P:\2011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\David Low Way                         -
                                                                                                                 Woodland Dr.sip6     INTERSECTION 6
8000122, ADAM PEKOL CONSULTING, PLUS /1 PC