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Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092
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MOVEMENT SUMMARY
Site: 2025 PM Pre Dev
12-060 Perigian Beach
Woodland Drive I Rufous Street
2025 PM Pre Development
Giveway I Yield (Two-Way)
1.0 0.048 47.0
1.0 0.048 10.9 LOS B 0.2 1.3 0.27 0.67 47.0
1.0 0.045 3.8 LOSA 0.0 0.0 0.00 0.39 54.7
3.8 LOS A 0.0 0.0 0.00 0.39 54.7
1.0 0.045 3.8 NA 0.0 0.0 0.00 0.39 54.7
11 T1 45 1.0 0.025 0.8 LOSA 0.1 1.0 0.18 0.06 55.5
12 R2 2 1.0 0.025 0.8 LOSA 0.06 55.5
Approach 47 1.0 0.025 0.8 NA 0.1 1.0 0.18 0.06 55.5
All Vehicles 171 1.0 0.048 4.5 NA 0.2 1.3 0.11 0.36 53.1
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.
Copyright @ 2000-2013 Akcelik and Associates Ply ltd
Processed: Tuesday, 14 May 2013 2:28:44 PM
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SIDRA INTERSECTION 6.0.2.3730 www.sidrasolutions.com
Project: P:\2011-12\12-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIWoodland Dr
8000122,ADAM PEKOL CONSULTING, PLUS / 1 PC
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