Given the following information about a simple horizontal curve, compute the minimum radius of curvature (2 points), minimum length of the superelevation runoff (2 points), minimum length of tangent runout (2 points), and the stations for the beginnings of the tangent runout (2 points) and superelevation runoff (2 points). . Maximum superelevation rate = 10% Design speed = 65 MPH Number of lanes = 4 (2 in each direction) P.C. station = 675+32 Assume w = 12 ft, eNC = 2.0%, ed = emax = 10%