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MOVEMENT SUMMARYMt DruittJirrang Close / North Parade RoundaboutRoundaboutSite: Base 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 0.343 5.0 LOS A 3.2 23.1 0.15 0.45 36.06 R 73 0.0 0.343 9.0 LOS A 3.2 23.1 0.15 0.79 31.5Approach 522 3.6 0.343 5.6 LOS A 3.2 23.1 0.15 0.50 35.2North: Jirrang Cl (N)7 L 23 0.0 0.063 10.0 LOS A 0.4 3.1 0.68 0.71 28.29 R 21 0.0 0.063 13.1 LOS A 0.4 3.1 0.68 0.78 26.4Approach 44 0.0 0.063 11.5 LOS A 0.4 3.1 0.68 0.74 27.2West: North Pde (W)10 L 62 0.0 0.539 6.4 LOS A 5.5 39.1 0.34 0.57 38.811 T 680 2.5 0.539 5.5 LOS A 5.5 39.1 0.34 0.48 39.3Approach 742 2.3 0.539 5.6 LOS A 5.5 39.1 0.34 0.49 39.3All Vehicles 1308 2.8 0.539 5.8 LOS A 5.5 39.1 0.27 0.50 37.6Level 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: Saturday, 11 September 2010 10:56:24 a.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
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
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MOUNT DRUITT COMMUTER CARPARKREVIEW
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Mount Druitt Commuter Car ParkRevie
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Commuter Car Park and Interchange P
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Commuter Car Park Mt DruittVisual I
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KMH-2010123a REF Rev 4 docStatus: F
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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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