Highway Engineering The binder normally used in flexible pavement construction is lime None of these bitumen cement lime None of these bitumen cement ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-1 RT-5 RT-3 RT-2 RT-1 RT-5 RT-3 RT-2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is rough dry smooth and dry smooth and wet rough dry smooth and dry smooth and wet ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 30 1 m 15 1 in 12 1 in 20 1 in 30 1 m 15 1 in 12 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load directly to subgrade through structural action through a set of layers to the subgrade None of these directly to subgrade through structural action through a set of layers to the subgrade None of these ANSWER DOWNLOAD EXAMIANS APP
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