Example: A flow of 8,500 vehicles in the peak hour is to be distributed between two routes whose properties are given in the following table. Using the BPR and Davidson's methods under user equilibrium conditions, estimate the flow along each route. Link performance component Route 1 Route 2 Free-flow travel time (min) 15.5 12.5 Capacity (veh/hr) 4200 6600 0.50 0.6 3.5 4.5 0.5 0.2 Transportation Ondrawring ICIVTHEM Habre of AM Floors, CLSU-Marks