Opus International Consultants (NSW) Pty Ltd - Transport for NSW ...

MOVEMENT SUMMARYMt DruittJirrang Close / North Parade RoundaboutRoundaboutSite: Option AM Jirrang Cl - NorthPde RABMovement Performance - VehiclesMov ID TurnDemandDeg. Average Level of 95% Back of Queue Prop. Effective AverageFlow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speedveh/h % v/c sec veh m per veh km/hEast: North Pde (E)5 T 449 4.2 0.390 5.0 LOS A 3.9 28.4 0.16 0.44 35.86 R 148 0.0 0.389 9.8 LOS A 3.9 28.4 0.16 0.79 30.9Approach 597 3.2 0.390 6.2 LOS A 3.9 28.4 0.16 0.53 34.4North: Jirrang Cl (N)7 L 23 0.0 0.078 11.6 LOS A 0.6 4.1 0.78 0.77 26.49 R 21 0.0 0.078 14.7 LOS B 0.6 4.1 0.78 0.82 25.0Approach 44 0.0 0.078 13.1 LOS B 0.6 4.1 0.78 0.79 25.7West: North Pde (W)10 L 62 0.0 0.660 7.3 LOS A 7.6 54.0 0.58 0.63 37.711 T 752 2.3 0.658 6.4 LOS A 7.6 54.0 0.58 0.57 37.8Approach 814 2.1 0.658 6.5 LOS A 7.6 54.0 0.58 0.57 37.8All Vehicles 1455 2.5 0.658 6.6 LOS A 7.6 54.0 0.41 0.56 36.3Level of Service (Aver. Int. Delay): LOS A. Based on average delay for all vehicle movements. LOS Method: Delay (RTA NSW).Level of Service (Worst Movement): LOS B. LOS Method for individual vehicle movements: Delay (RTA NSW).Approach LOS values are based on the worst delay for any vehicle movement.Roundabout Capacity Model: SIDRA Standard.Processed: Monday, 13 September 2010 3:09:40 p.m. Copyright © 2000-2010 Akcelik & Associates Pty LtdSIDRA INTERSECTION 5.0.2.1437www.sidrasolutions.comProject: G:\Other_Clients\Opus_Clients\Australia\Sydney\1-C0441.00\Technical\Modelling\Mt Druitt\Jirrang Cl -North Pde RAB.sip8000051, OPUS INTERNATIONAL CONSULTANTS, FLOATING