Highway Engineering The maximum width of a vehicle as recommended by IRC is 1.85 m 4.72 m 3.81 m 2.44 m 1.85 m 4.72 m 3.81 m 2.44 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load 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 directly to subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 None of these same viscosity viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 None of these same viscosity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) 7.768 cm 7.432 cm 0.168 cm -0.168 cm 7.768 cm 7.432 cm 0.168 cm -0.168 cm 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 speed and with decrease in radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is exceptional gradient limiting gradient ruling gradient minimum gradient exceptional gradient limiting gradient ruling gradient minimum gradient ANSWER DOWNLOAD EXAMIANS APP
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