Highway Engineering Flexible pavement distribute the wheel load through structural action directly to subgrade through a set of layers to the subgrade None of these through structural action directly to subgrade through a set of layers to the subgrade None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-5 RT-2 RT-1 RT-3 RT-5 RT-2 RT-1 RT-3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always less than overtaking sight distance more than overtaking sight distance equal to overtaking sight distance None of these less than overtaking sight distance more than overtaking sight distance equal to overtaking sight distance None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in origin and destination studies traffic volume studies accident studies speed studies origin and destination studies traffic volume studies accident studies speed studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1700/R 1850/R 1750/R 1600/R 1700/R 1850/R 1750/R 1600/R ANSWER DOWNLOAD EXAMIANS APP
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