Hi Guys, I came across this problem (see below)
A 90° turn with a simple curve radius (with taper) of 120 ft is designed for a WB-62 truck. If the angle of the turn is increased to 120°, what is the minimum required radius?
I actually thought to use min turning radiuses from Green book, but they are constant. The solution recommends using the table of minimum edge of pavement design. Anybody knows where can I find them.
A 90° turn with a simple curve radius (with taper) of 120 ft is designed for a WB-62 truck. If the angle of the turn is increased to 120°, what is the minimum required radius?
I actually thought to use min turning radiuses from Green book, but they are constant. The solution recommends using the table of minimum edge of pavement design. Anybody knows where can I find them.