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

MOVEMENT SUMMARYMt DruittSherbrooke St / North Parade IntersectionGiveway / Yield (Two-Way)Site: Option AM North Pde / SherbrookeSt IntersectionMovement 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 141 4.3 0.125 1.4 LOS A 0.9 6.8 0.45 0.00 44.36 R 65 3.1 0.125 8.1 LOS A 0.9 6.8 0.45 0.78 42.6Approach 206 3.9 0.125 3.5 LOS A 0.9 6.8 0.45 0.25 43.8North: Sherbrooke St (N)7 L 149 2.7 0.198 7.6 LOS A 0.7 4.9 0.36 0.63 34.69 R 407 1.5 0.678 15.6 LOS B 6.8 48.3 0.72 1.16 26.4Approach 556 1.8 0.678 13.5 LOS B 6.8 48.3 0.62 1.02 28.2West: North Pde (W)10 L 230 2.6 0.195 4.5 LOS A 0.0 0.0 0.00 0.57 36.711 T 131 4.6 0.195 0.0 LOS A 0.0 0.0 0.00 0.00 40.0Approach 361 3.3 0.195 2.9 LOS A 0.0 0.0 0.00 0.37 37.8All Vehicles 1123 2.7 0.678 8.2 NA 6.8 48.3 0.39 0.67 35.5LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays associatedwith major road movements.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.Processed: Saturday, 11 September 2010 12:41:32 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\North Pde -Sherbrooke St.sip8000051, OPUS INTERNATIONAL CONSULTANTS, FLOATING