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

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MOVEMENT SUMMARYMt DruittNorth Parade / Mount Street IntersectionSignals - Fixed Time Cycle Time = 45 secondsSite: Option AM North Pde / MountSt 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 351 3.7 0.307 4.8 LOS A 5.2 37.8 0.52 0.45 42.86 R 87 0.0 0.351 27.1 LOS B 2.8 19.4 0.95 0.76 29.1Approach 438 3.0 0.351 9.2 LOS A 5.2 37.8 0.61 0.51 39.1North: Mount St (N)7 L 176 0.6 0.587 16.3 LOS B 3.8 26.6 0.67 0.77 34.49 R 268 2.2 0.825 31.4 LOS C 8.6 61.3 1.00 1.03 26.6Approach 444 1.6 0.825 25.4 LOS B 8.6 61.3 0.87 0.93 29.2West: North Pde (W)10 L 221 2.7 0.503 10.0 LOS A 2.9 20.8 0.43 0.70 29.711 T 446 2.5 0.654 14.0 LOS A 10.4 74.3 0.89 0.79 23.1Approach 667 2.5 0.654 12.7 LOS A 10.4 74.3 0.74 0.76 24.9All Vehicles 1549 2.4 0.825 15.3 LOS B 10.4 74.3 0.74 0.74 31.1Level of Service (Aver. Int. Delay): LOS B. Based on average delay for all vehicle movements. LOS Method: Delay (RTA NSW).Level of Service (Worst Movement): LOS C. LOS Method for individual vehicle movements: Delay (RTA NSW).Approach LOS values are based on average delay for all vehicle movements.Movement Performance - PedestriansMov ID DescriptionDemand Average Level of Average Back of Queue Prop. EffectiveFlow Delay Service Pedestrian Distance Queued Stop Rateped/h sec ped m per pedP5 Across N approach 53 16.9 LOS B 0.1 0.1 0.87 0.87All Pedestrians 53 16.9 0.87 0.87Level of Service (Aver. Int. Delay): LOS B. Based on average delay for all pedestrian movements. LOS Method: Delay (HCM).Level of Service (Worst Movement): LOS B. LOS Method for individual pedestrian movements: Delay (HCM).Processed: Monday, 20 September 2010 11:32:19 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\Mount St -North Pde v2.sip8000051, OPUS INTERNATIONAL CONSULTANTS, FLOATING
MOVEMENT SUMMARYMt DruittNorth Parade / Mount Street IntersectionSignals - Fixed Time Cycle Time = 60 secondsSite: DoMin PM North Pde / MountSt 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 367 3.0 0.295 4.9 LOS A 6.2 44.4 0.46 0.40 42.96 R 79 0.0 0.425 36.0 LOS C 3.4 23.8 0.98 0.76 25.6Approach 446 2.5 0.425 10.4 LOS A 6.2 44.4 0.55 0.46 38.3North: Mount St (N)7 L 94 0.0 0.429 20.2 LOS B 2.7 19.2 0.70 0.72 31.99 R 233 0.9 0.688 33.5 LOS C 8.6 61.0 0.99 0.87 25.8Approach 327 0.6 0.689 29.7 LOS C 8.6 61.0 0.90 0.83 27.3West: North Pde (W)10 L 104 1.8 0.232 8.9 LOS A 1.3 9.3 0.30 0.66 31.111 T 632 2.3 0.705 14.2 LOS A 16.4 116.8 0.85 0.77 22.2Approach 736 2.0 0.705 14.6 LOS B 16.4 116.8 0.77 0.51 23.6All Vehicles 1509 1.9 0.705 16.1 LOS B 16.4 116.8 0.74 0.56 30.5Level of Service (Aver. Int. Delay): LOS B. Based on average delay for all vehicle movements. LOS Method: Delay (RTA NSW).Level of Service (Worst Movement): LOS C. LOS Method for individual vehicle movements: Delay (RTA NSW).Approach LOS values are based on average delay for all vehicle movements.Movement Performance - PedestriansMov ID DescriptionDemand Average Level of Average Back of Queue Prop. EffectiveFlow Delay Service Pedestrian Distance Queued Stop Rateped/h sec ped m per pedP5 Across N approach 53 14.7 LOS B 0.1 0.1 0.70 0.70All Pedestrians 53 14.7 0.70 0.70Level of Service (Aver. Int. Delay): LOS B. Based on average delay for all pedestrian movements. LOS Method: Delay (HCM).Level of Service (Worst Movement): LOS B. LOS Method for individual pedestrian movements: Delay (HCM).Processed: Monday, 20 September 2010 11:32:20 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\Mount St -North Pde v2.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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