= 23.0 minutes C = 1600 vehicles per hour 1 2 te = 14.0 minutes C = 2250 vehicles per hour B 3 te = 18.5 minutes C = 2300 vehicles per hour Determine the flow volume on each link in the network shown below when the network is at equilibrium loading for a total of 2600 vehicle trips per hour going from A to B. Use the following time flow relationship to determine the loaded times on links t=tr11+12%. Where t = loaded time on links in minutes te=free flow travel time of link in minutes V = flow volume on link in vehicle per hour C = Capacity of link in vehicles per hour Link 1 - te=23.0 minutes, C=1600 vehicles per hour Link 2-t=14.0 minutes, C=2250 vehicles per hour Link 3-t=18.5 minutes, C=2300 vehicles per hour