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

MOVEMENT SUMMARY
Site: 2013 PM Existing Conditions

12-060 Peregian Beach SC
David Low Way I Woodland Drive
2013 PM Existing Conditions
Giveway I Yield (Two-Way)




                                            1.0   0.265           0.5      LOS A               0.0         0.0    0.00    0.07   59.2

 2           T1                 484         1.0   0.265           0.5      LOSA                0.0         0.0    0.00    0.07   59.2

 3u           U                  16         1.0   0.014          12.9                                                            45.2

 Approach                       527         1.0   0.265           0.9          NA              0.1         0.4    0.01    0.09   58.6

     orth: 5vi<!J,.ow Way   -
                                North   -




 8           T1                 415         1.0   0.214           0.0      LOSA                0.0         0.0    0.00    0.00   60.0

 9           R2                  13         1.0   0.014          12.0      LOS B               0.1         0.4    0.50    0.71   45.9

 9u           U                   2         1.0   0.014          12.0      LOS B               0.1         0.4    0.50    0.71   45.9

 Approach                       430         1.0   0.214           0.5          NA              0.1         0.4    0.02    0.02   59.3

 West: Woodland Drive       -
                                West

 10          L2                   5         1.0   0.089          17.4      LOSC             0.3            2.1    0.69    0.89   41.5

                                                                 17.4      LOS C            0.3            2.1    0.69    0.89   41.5

 Approach                        35         1.0   0.089          17.4      LOS C            0.3            2.1    0.69    0.89   41.5
                                                                                      -
                                                                                          -     -                 -   -   --




 Ail Vehicles                   993         1.0   0.265           1.3          NA           0.3            2.1    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 elik M3D).
HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




Processed: Tuesday, 14 May 2013 2:15:47 PM                Copyright@ 2000-2013 Akcelik and Associates Pty LId
SIDRA INTERSECTION 6.0.2.3730                             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
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