Wembley Sports Park Integrated Access, Traffic and Car Parking Plan

AECOMMain Entrance Opening Traffic Peak Hour – Winter Sat [11:00-12:00]LayoutTrafficOptimum Cycle Time, 110s CycleA 23, B 39, 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 16 3.0 0.871 54.9 LOS D 28.8 206.7 1.00 1.00 24.32 T 977 3.0 0.866 47.4 LOS D 28.8 206.9 1.00 1.00 25.03 R 257 0.0 0.895 68.0 LOS E 17.0 118.7 1.00 0.97 19.6Approach 1250 2.4 0.895 51.7 LOS D 28.8 206.9 1.00 0.99 23.7East: WSP Access4 L 152 0.0 0.911 41.2 LOS D 7.5 52.3 0.90 0.83 23.66 R 303 0.0 0.517 48.5 LOS D 10.7 74.8 0.93 0.79 21.7Approach 455 0.0 0.910 46.1 LOS D 10.7 74.8 0.92 0.81 22.3North: Selby St (North)7 L 130 0.0 0.294 15.5 LOS B 2.9 20.2 0.58 0.73 40.48 T 1049 3.0 0.914 54.4 LOS D 32.7 235.0 1.00 1.07 23.29 R 144 2.2 0.509 55.3 LOS E 9.0 64.1 0.97 0.80 23.2Approach 1322 2.6 0.914 50.6 LOS D 32.7 235.0 0.95 1.00 24.1West: Alderbury St10 L 48 3.0 0.243 54.1 LOS D 4.2 29.9 0.93 0.76 22.612 R 12 3.0 0.243 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 0.76 22.6All Vehicles 3087 2.1 0.914 50.5 LOS D 32.7 235.0 0.97 0.97 23.6t:\60218676 - wembley pk ta\4 tech work area\4.3 engineering\sidra\60218676_sidra results 2012-01-27.doc 2 / 19