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

MOVEMENT SUMMARY
Site: 2015 PM Post Development

12-060 Peregian Beach SC
David Low Way / Woodland Drive
2015 PM Pre Development
Giveway / Yield (Two-Way)




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 4:50:33 PM          Copyright@ 2000-2013 Akcelik and Associates Ply Ltd
SIDRA INTERSECTION 6.0.2.3730                       www.sidrasolutions.com
                                                                                                              SIDRA
Project: P:\2011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIDavid Low Way   -
                                                                                           Woodland Dr.sip6   INTERSECTION 6
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