Wembley Sports Park Integrated Access, Traffic and Car Parking Plan

Main Entrance Opening Traffic Peak Hour – Winter Sat [9:00-10:00]LayoutTrafficAECOMOptimum Cycle Time, 110s CycleA 31, B 31, C 21, D 27Movement SummaryMovement Performance - VehiclesMov ID Turn DemandFlowHV Deg. SatnAverageDelayLevel ofService95% Back of Queue Prop. EffectiveVehicles Distance Queued Stop RateAverageSpeedveh/h % v/c sec veh m per veh km/hSouth: Selby St (South)1 L 48 3.0 0.863 59.9 LOS E 22.4 160.9 1.00 0.99 22.82 T 699 3.0 0.862 52.3 LOS D 22.5 161.7 1.00 0.99 23.63 R 371 0.0 0.879 61.3 LOS E 22.9 160.0 1.00 0.96 21.0Approach 1118 2.0 0.879 55.6 LOS E 22.9 161.7 1.00 0.98 22.7East: WSP Access4 L 188 0.0 1.000 3 34.0 LOS C 7.5 52.3 1.00 0.81 25.56 R 494 0.0 0.844 58.6 LOS E 18.3 128.4 0.98 0.97 19.8Approach 681 0.0 1.000 51.9 LOS D 18.3 128.4 0.99 0.93 21.1North: Selby St (North)7 L 187 0.0 0.518 18.8 LOS B 5.2 36.3 0.68 0.76 37.98 T 836 3.0 0.961 68.6 LOS E 28.7 205.8 1.00 1.12 20.19 R 84 2.0 0.282 45.5 LOS D 5.1 36.0 0.85 0.77 26.0Approach 1107 2.4 0.961 58.4 LOS E 28.7 205.8 0.94 1.03 22.1West: Alderbury St10 L 48 3.0 0.242 54.1 LOS D 4.2 29.9 0.93 0.76 22.612 R 12 3.0 0.242 53.9 LOS D 4.2 29.9 0.93 0.75 22.6Approach 60 3.0 0.242 54.0 LOS D 4.2 29.9 0.93 0.75 22.6All Vehicles 2966 1.7 1.000 55.8 LOS E 28.7 205.8 0.97 0.98 22.1t:\60218676 - wembley pk ta\4 tech work area\4.3 engineering\sidra\60218676_sidra results 2012-01-27.doc 1 / 19