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

MOVEMENT SUMMARYMt DruittJirrang Close / North Parade RoundaboutRoundaboutSite: Option PM 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 500 2.4 0.455 5.7 LOS A 4.5 32.5 0.41 0.50 33.66 R 76 1.3 0.455 9.7 LOS A 4.5 32.5 0.41 0.73 31.1Approach 576 2.3 0.455 6.2 LOS A 4.5 32.5 0.41 0.53 33.2North: Jirrang Cl (N)7 L 132 0.0 0.314 10.0 LOS A 2.4 16.7 0.72 0.80 28.29 R 105 1.0 0.313 13.2 LOS A 2.4 16.7 0.72 0.86 26.4Approach 237 0.4 0.313 11.4 LOS A 2.4 16.7 0.72 0.83 27.3West: North Pde (W)10 L 60 0.0 0.480 6.3 LOS A 4.8 34.1 0.34 0.57 38.711 T 588 2.7 0.480 5.5 LOS A 4.8 34.1 0.34 0.48 39.3Approach 648 2.5 0.480 5.5 LOS A 4.8 34.1 0.34 0.49 39.2All Vehicles 1461 2.1 0.480 6.7 LOS A 4.8 34.1 0.43 0.56 35.4Level 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 A. 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: Thursday, 16 September 2010 1:28:24 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