Wembley Sports Park Integrated Access, Traffic and Car Parking Plan

AECOMMain Entrance [with Salvado Overflow] Opening Traffic Peak Hour – Winter Sat [14:00-15:00]LayoutTrafficOptimum Cycle Time, 110s CycleA 29, B 32, C 21, D 28Movement 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 20 3.0 0.962 75.0 LOS E 29.5 211.6 1.00 1.12 19.72 T 846 3.0 0.958 67.4 LOS E 29.5 212.0 1.00 1.12 20.33 R 388 0.0 1.000 3 87.1 LOS F 28.6 200.1 1.00 1.08 16.5Approach 1254 2.1 1.000 73.6 LOS E 29.5 212.0 1.00 1.11 19.0East: WSP Access4 L 185 0.0 0.999 34.5 LOS C 7.5 52.3 1.00 0.81 25.46 R 587 0.0 0.970 68.1 LOS E 25.3 177.4 0.99 1.02 18.2Approach 771 0.0 1.000 60.1 LOS E 25.3 177.4 0.99 0.97 19.5North: Selby St (North)7 L 194 0.0 0.515 18.0 LOS B 5.1 35.9 0.67 0.76 38.58 T 882 3.0 0.975 71.6 LOS E 30.9 221.9 1.00 1.15 19.69 R 132 2.3 0.453 48.5 LOS D 7.8 55.5 0.90 0.79 25.0Approach 1208 2.4 0.975 60.5 LOS E 30.9 221.9 0.94 1.05 21.7West: Alderbury St10 L 56 3.0 0.273 54.3 LOS D 4.6 33.3 0.94 0.76 22.512 R 12 3.0 0.272 54.2 LOS D 4.6 33.3 0.94 0.76 22.5Approach 68 3.0 0.272 54.3 LOS D 4.6 33.3 0.94 0.76 22.5All Vehicles 3300 1.7 1.000 65.3 LOS E 30.9 221.9 0.97 1.05 20.1t:\60218676 - wembley pk ta\4 tech work area\4.3 engineering\sidra\60218676_sidra results 2012-01-27.doc 5 / 19