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]LayoutTrafficMovement 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 0.741 11.6 LOS B 9.5 68.4 0.91 1.08 45.42 T 846 3.0 0.739 11.6 LOS B 9.5 68.4 0.91 1.07 45.33 R 388 0.0 0.739 16.9 LOS B 9.0 63.7 0.92 1.13 39.9Approach 1254 2.1 0.739 13.2 LOS B 9.5 68.4 0.91 1.09 43.5East: WSP Access4 L 226 0.0 0.577 8.2 LOS A 5.3 36.9 0.87 1.01 35.96 R 545 0.0 0.577 15.2 LOS B 5.3 36.9 0.87 1.07 33.8Approach 771 0.0 0.577 13.1 LOS B 5.3 36.9 0.87 1.05 34.3North: Selby St (North)7 L 194 0.0 0.599 7.8 LOS A 7.1 50.7 0.81 0.78 47.48 T 882 3.0 0.600 8.1 LOS A 7.1 50.7 0.81 0.77 47.19 R 132 2.3 0.599 14.8 LOS B 7.0 49.9 0.82 0.91 43.8Approach 1208 2.4 0.600 8.8 LOS B 7.1 50.7 0.81 0.79 46.7West: Alderbury St10 L 56 3.0 0.180 12.1 LOS B 1.1 8.2 0.85 0.91 39.812 R 12 3.0 0.179 18.1 LOS B 1.1 8.2 0.85 0.97 37.7Approach 68 3.0 0.180 13.2 LOS B 1.1 8.2 0.85 0.92 39.4All Vehicles 3300 1.7 0.739 11.6 LOS B 9.5 68.4 0.86 0.97 41.7t:\60218676 - wembley pk ta\4 tech work area\4.3 engineering\sidra\60218676_sidra results 2012-01-27.doc 12 / 19