Unlike merge junctions where the user can control the percentage of heavy vehicles. FRESIM is not capable of accepting this value for diverge/exit junctions. It will use the percentage that exists on the mainline freeway as the correspondinganbsp;...
|Title||:||Comparison of the 1994 Highway Capacity Manual's Ramp Analysis Procedures and the FRESIM Model|
|Author||:||Roger P. Roess, Jose M. Ulerio|
|Publisher||:||Transportation Research Board - 1997|