Wembley Sports Park Integrated Access, Traffic and Car Parking Plan

AECOMMain Entrance Opening Traffic Peak Hour – Winter Sat [11:00-12:00]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 16 3.0 0.613 8.2 LOS A 6.6 47.3 0.75 0.82 47.82 T 977 3.0 0.614 8.1 LOS A 6.6 47.3 0.76 0.78 47.53 R 257 0.0 0.614 12.8 LOS B 6.5 45.9 0.77 0.94 43.6Approach 1250 2.4 0.614 9.1 LOS B 6.6 47.3 0.76 0.81 46.7East: WSP Access4 L 152 0.0 0.360 6.6 LOS A 2.6 18.0 0.81 0.78 36.36 R 303 0.0 0.360 13.5 LOS B 2.6 18.0 0.80 0.96 34.6Approach 455 0.0 0.360 11.2 LOS B 2.6 18.0 0.80 0.90 35.1North: Selby St (North)7 L 130 0.0 0.564 6.1 LOS A 6.0 42.5 0.66 0.59 48.48 T 1049 3.0 0.565 6.3 LOS A 6.0 42.5 0.67 0.57 48.29 R 144 2.2 0.564 12.8 LOS B 5.8 41.3 0.68 0.81 45.3Approach 1322 2.6 0.565 7.0 LOS B 6.0 42.5 0.67 0.60 47.8West: Alderbury St10 L 48 3.0 0.136 10.4 LOS B 0.8 6.0 0.81 0.88 41.112 R 12 3.0 0.135 16.4 LOS B 0.8 6.0 0.81 0.97 38.8Approach 60 3.0 0.136 11.6 LOS B 0.8 6.0 0.81 0.90 40.6All Vehicles 3087 2.1 0.614 8.5 LOS A 6.6 47.3 0.73 0.74 44.7Practical Capacity occurs at 124% flow scalet:\60218676 - wembley pk ta\4 tech work area\4.3 engineering\sidra\60218676_sidra results 2012-01-27.doc 11 / 19