Hi All,
I have a question in regards to the free flow speed in the HCM. Two of the equations for FFS are
FFS = 75.4 - fLW - fLC - 3.22TRD^0.84 (Page 11-11, Equation 11-1)
AND
FFS= BFFS - fLW - fLC - fM - fA (Page 14-10, Equation 14-1)
I understand that the top one is for freeways and the bottom one is for multilane highways, but what if the problems gives the Base Free Flow Speed (BFFS) and it is a freeway (NOT a multilane highway). Can I still use the bottom equation? Thanks!
I have a question in regards to the free flow speed in the HCM. Two of the equations for FFS are
FFS = 75.4 - fLW - fLC - 3.22TRD^0.84 (Page 11-11, Equation 11-1)
AND
FFS= BFFS - fLW - fLC - fM - fA (Page 14-10, Equation 14-1)
I understand that the top one is for freeways and the bottom one is for multilane highways, but what if the problems gives the Base Free Flow Speed (BFFS) and it is a freeway (NOT a multilane highway). Can I still use the bottom equation? Thanks!