Question: Problem 3 ( 2 0 points ) . A curved section of a roadway has available stopping sight distance of 3 5 0 f t

Problem 3(20 points). A curved section of a roadway has available stopping sight distance of 350ft. The radius of curvature of the section is 750ft and the superelevation of the section is 4%. Determine the safe design speed of the section based on AASHTO requirements of minimum SSD and radius. Use the AASHTO design table.
Problem 3 ( 2 0 points ) . A curved section of a

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