Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092

MOVEMENT SUMMARY
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
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 South: David Low Way’ South
                        -




 1          L2               28          1.0            0.274           0.5      LOS A            0.0            0.0      0.00                     0.07        59.2

 2          T1              501          1.0            0.274           0.5      LOSA             0.0            0.0      0.00                     0.07        59.2

 3u         u                17          1.0            0.015          12.9      LOSS             0.1            0.4      0.46                     0.71        45.2

 Approach                   546          1.0            0.274           0.9         NA            0.1            0.4      0.01                     0.09        58.6


 North: David Low W     -
                            North
 8          T1              430          1.0            0.222           0.0      LOSA             0.0            0.0      0.00                     0.00        60.0

 9          R2               13          1.0            0.015          12.1      LOS S            0.1            0.4      0.51                     0.71        45.8

 9u         U                 2          1.0            0.015          12.1      LOS S            0.1            0.4      0.51                     0.71        45.8

 Approach                   445          1.0            0.222           0.4         NA            0.1            0.4      0.02                     0.02        59.3


 West: Woodland Drive   -   West

 10         L2                5          1.0            0.094          17.9      LOSC             0.3            2.2      0.71                     0.89        41.0

 12         R2               30          1.0            0.094          17.9      LOS C            0.3            2.2      0.71                     0.89        41.0
 Approach                    35          1.0            0.094          17.9      LOSC             0.3            2.2      0.71                     0.89        41.0


 All Vehicles           1027             1.0            0.274           1.3         NA            0.3            2.2      0.04                     0.09        58.1



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, 14 May 2013 4:50:32 PM                      Copyright@ 2000-2013 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.2.3730                                   www.sidrasolutions.com
Project: P:\2011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\David Low Way
8000122,ADAM PEKOL CONSULTING, PLUS /1 PC
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