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

MOVEMENT SUMMARY
Site: 2025 SAT Pre Dev

12-060 Perigian Beach
Woodland Drive I Rufous Street
2025 SAT Pre Development
Giveway I Yield (Two-Way)




                                   1.0       0.048          10.9      LOS B               0.2             1.3   0.27    0.68   46.9

            R2                                                        LOS B               0.2             1.3   0.27    0.68   46.9

 Approach                    37    1.0       0.048          10.9      LOS B                0.2            1.3   0.27    0.68   46.9

 East: Wo       and D   -   East

 4          L2               35    1.0       0.038           4.5       LOSA               0.0             0.0   0.00    0.44   53.8

 5          T1               38    1.0       0.038           4.5       LOSA               0.0             0.0   0.00    0.44   53.8

 Approach                    73    1.0       0.038           4.5          NA              0.0             0.0   0.00    0.44   53.8

 West: Woodland Drive   -   West

 11         T1               65    1.0       0.035           0.6       LOSA               0.2             1.4   0.17    0.04   56.0

 12         R2                2                                                           0.2                   0.17    0.04   56.0

 Approach                    67    1.0       0.035           0.6          NA              0.2             1.4   0.17    0.04   56.0


 All Vehicles               177    1.0       0.048           4.4          NA              0.2             1.4   0.12    0.34   53.0



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 2:28:46 PM           Copyright @ 2000-2013 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.2.3730                        www.sidrasolutions.com                                     SIDRA
Project: P:12011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\Woodland Dr   -
                                                                                         Rufous St.sip6         INTERSEtTION 6
8000122,ADAM PEKOL CONSULTING, PLUS 11PC