Mar 4, 2005 #1 dficker Civil/Environmental Joined Mar 3, 2005 Messages 13 Location US I have an intersection widening project, for left turn lanes; a number of horizontal curves on each approach. Should I use a correction factor for N=1.5 for all curves, or just the curves with the three lane section?
I have an intersection widening project, for left turn lanes; a number of horizontal curves on each approach. Should I use a correction factor for N=1.5 for all curves, or just the curves with the three lane section?