# Civil Engineering - Highway Engineering

Exercise : Highway Engineering - Section 3

6.

The correct formula for calculating superelevation for the hill roads, is

7.

The inventor of road making as a building science, was

8.

An upgrade

*g*_{1}% is followed by a downgrade*g*_{2}%. The equation of the parabolic curve of length*L*to be introduced, is given by9.

Area of steel required per metre width of pavement for a length of 20 m for design wheel load 6300 kg and permissible stress in steel 1400 kg/cm

^{2}, is10.

Design of horizontal curves on highways, is based on

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