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MOVEMENT SUMMARYMt DruittSouthern Car Park Entrance/ExitGiveway / Yield (Two-Way)Site: AM Mt Druitt Car ParkMovement 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/hWest: North Pde (W)10 L 148 0.0 0.223 6.4 LOS A 0.0 0.0 0.00 0.78 31.111 T 703 2.4 0.223 0.0 LOS A 0.0 0.0 0.00 0.00 50.0Approach 851 2.0 0.223 1.1 LOS A 0.0 0.0 0.00 0.14 45.1All Vehicles 851 2.0 0.223 1.1 NA 0.0 0.0 0.00 0.14 45.1LOS (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 A. LOS Method for individual vehicle movements: Delay (RTA NSW).Approach LOS values are based on the worst delay for any vehicle movement.Processed: Thursday, 16 September 2010 1:33:09 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\Mt Druitt CarPark.sip8000051, OPUS INTERNATIONAL CONSULTANTS, FLOATING
MOVEMENT SUMMARYMt DruittSouthern Car Park Entrance/ExitGiveway / Yield (Two-Way)Site: PM Mt Druitt Car ParkMovement Performance - VehiclesDemandDeg. Average Level of 95% Back of Queue Prop. Effective AverageMov ID Turn Flow HV Satn Delay Service Vehicles Distance Queued Stop Rate Speedveh/h % v/c sec veh m per veh km/hNorth: Souther Car Park Entrance (N)7 L 141 0.0 0.277 12.8 LOS A 1.4 9.8 0.65 0.90 38.2Approach 141 0.0 0.277 12.8 LOS A 1.4 9.8 0.65 0.90 38.2West: North Pde (W)10 L 1 0.0 0.200 6.4 LOS A 0.0 0.0 0.00 0.92 31.111 T 720 2.2 0.188 0.0 LOS A 0.0 0.0 0.00 0.00 50.0Approach 721 2.2 0.188 0.0 LOS A 0.0 0.0 0.00 0.00 50.0All Vehicles 862 1.9 0.277 2.1 NA 1.4 9.8 0.11 0.15 44.0LOS (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 A. LOS Method for individual vehicle movements: Delay (RTA NSW).Approach LOS values are based on the worst delay for any vehicle movement.Processed: Monday, 13 September 2010 3:48:23 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\Mt Druitt CarPark.sip8000051, OPUS INTERNATIONAL CONSULTANTS, FLOATING
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MOUNT DRUITT COMMUTER CARPARKREVIEW
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Mount Druitt Commuter Car ParkRevie
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Commuter Car Park Mt DruittVisual I
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Commuter Car Park and Interchange P
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Appendix AReport Number610.08297Pag
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KMH-2010123a REF Rev 4 docStatus: F
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Preliminary Site Investigation at63
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