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MOVEMENT SUMMARYMt DruittMount St / Luxford Rd IntersectionSignals - Fixed Time Cycle Time = 70 secondsSite: Option AM Mount St / LuxfordRdMovement 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/hSouth: Mount Street (S)1 L 85 1.2 0.104 18.7 LOS B 2.5 17.8 0.61 0.72 32.93 R 148 4.1 0.302 28.8 LOS C 5.6 40.3 0.84 0.78 27.7Approach 233 3.0 0.302 25.1 LOS B 5.6 40.3 0.75 0.76 29.4East: Luxford Road (E)4 L 259 2.3 0.582 28.3 LOS B 12.2 86.5 0.87 0.85 18.05 T 504 0.2 0.583 20.5 LOS B 12.7 88.9 0.87 0.75 19.5Approach 763 0.9 0.583 23.2 LOS B 12.7 88.9 0.87 0.78 19.0West: Luxford Road (W)11 T 559 0.5 0.246 7.5 LOS A 6.1 43.0 0.52 0.44 45.212 R 192 1.0 0.608 38.7 LOS C 8.1 57.1 0.97 0.82 25.4Approach 751 0.7 0.608 15.5 LOS B 8.1 57.1 0.63 0.54 37.7All Vehicles 1747 1.1 0.608 20.1 LOS B 12.7 88.9 0.75 0.67 29.3Level 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 - PedestriansDemand Average Level of Average Back of Queue Prop. EffectiveMov ID Description Flow Delay Service Pedestrian Distance Queued Stop Rateped/h sec ped m per pedP1 Across S approach 53 22.4 LOS C 0.1 0.1 0.80 0.80P7 Across W approach 53 29.3 LOS C 0.1 0.1 0.91 0.91All Pedestrians 106 25.8 0.86 0.86Level of Service (Aver. Int. Delay): LOS C. Based on average delay for all pedestrian movements. LOS Method: Delay (HCM).Level of Service (Worst Movement): LOS C. LOS Method for individual pedestrian movements: Delay (HCM).Processed: Saturday, 11 September 2010 11:52:48 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 -Luxford Rd.sip8000051, OPUS INTERNATIONAL CONSULTANTS, FLOATING
MOVEMENT SUMMARYMt DruittMount St / Luxford Rd IntersectionSignals - Fixed Time Cycle Time = 70 secondsSite: DoMin PM Mount St / LuxfordRdMovement 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/hSouth: Mount Street (S)1 L 342 0.0 0.516 25.8 LOS B 11.0 77.2 0.84 0.82 29.03 R 320 1.6 0.642 31.5 LOS C 11.6 82.4 0.94 0.84 26.6Approach 662 0.8 0.642 28.6 LOS C 11.6 82.4 0.89 0.83 27.8East: Luxford Road (E)4 L 93 2.2 0.639 25.4 LOS B 15.2 107.2 0.84 0.89 20.55 T 950 0.3 0.640 17.1 LOS B 15.8 111.1 0.84 0.74 21.8Approach 1043 0.5 0.640 17.9 LOS B 15.8 111.1 0.84 0.76 21.7West: Luxford Road (W)11 T 724 0.1 0.317 7.9 LOS A 7.9 55.6 0.54 0.47 44.612 R 99 0.0 0.622 44.8 LOS D 5.0 34.7 1.00 0.81 23.3Approach 823 0.1 0.622 12.3 LOS A 7.9 55.6 0.60 0.51 40.2All Vehicles 2528 0.4 0.642 18.9 LOS B 15.8 111.1 0.77 0.69 29.9Level 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 D. LOS Method for individual vehicle movements: Delay (RTA NSW).Approach LOS values are based on average delay for all vehicle movements.Movement Performance - PedestriansDemand Average Level of Average Back of Queue Prop. EffectiveMov ID Description Flow Delay Service Pedestrian Distance Queued Stop Rateped/h sec ped m per pedP1 Across S approach 53 17.9 LOS B 0.1 0.1 0.71 0.71P7 Across W approach 53 29.3 LOS C 0.1 0.1 0.91 0.91All Pedestrians 106 23.6 0.81 0.81Level of Service (Aver. Int. Delay): LOS C. Based on average delay for all pedestrian movements. LOS Method: Delay (HCM).Level of Service (Worst Movement): LOS C. LOS Method for individual pedestrian movements: Delay (HCM).Processed: Saturday, 11 September 2010 11:50:15 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 -Luxford Rd.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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Mount Druitt Commuter Car ParkTraff
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Commuter Car Park Mt DruittVisual I
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Commuter Car Park Mt DruittVisual I
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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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