Wembley Sports Park Integrated Access, Traffic and Car Parking Plan

AECOMSalvado Road Access Opening Traffic Peak Hour – Winter Sat [9:30-10:30]LayoutTrafficMovement SummaryMovement Performance - VehiclesMov ID Turn Demand HV Deg. Satn Average Level of 95% Back of Queue Prop. Effective AverageFlowDelay Service Vehicles Distance Queued Stop Rate Speedveh/h % v/c sec veh m per veh km/hSouth: Access1 L 186 0.0 0.606 13.8 LOS B 1.8 12.6 0.52 0.89 43.43 R 270 0.0 1.221 150.1 LOS F 26.1 182.9 1.00 2.27 11.6Approach 456 0.0 1.218 94.5 LOS F 26.1 182.9 0.81 1.71 16.6East: Salvado (East)4 L 225 0.0 0.261 8.2 LOS A 0.0 0.0 0.00 0.84 49.05 T 273 0.0 0.261 0.0 LOS A 0.0 0.0 0.00 0.00 60.0Approach 498 0.0 0.261 3.7 LOS A 0.0 0.0 0.00 0.38 54.5West: Salvado (West)11 T 254 0.0 0.319 4.1 LOS A 3.4 23.9 0.65 0.00 48.112 R 155 0.0 0.319 12.4 LOS B 3.4 23.9 0.65 0.99 46.4Approach 410 0.0 0.319 7.2 LOS B 3.4 23.9 0.65 0.37 47.4All Vehicles 1364 0.0 1.218 35.1 NA 26.1 182.9 0.46 0.82 30.2South Approach RT Capacity = 90 vph.t:\60218676 - wembley pk ta\4 tech work area\4.3 engineering\sidra\60218676_sidra results 2012-01-27.doc 16 / 19