Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.02 0.04 0.025 0.03 0.02 0.04 0.025 0.03 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The transition curve used in the horizontal alignment of highways as per IRC recommendations is Any of these spiral cubic parabola lemniscate Any of these spiral cubic parabola lemniscate ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to 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 viscosity in increasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles increases first decreases and then increases after reaching a minimum value at optimum speed decreases first increases and then decreases after reaching a maximum value at optimum speed increases first decreases and then increases after reaching a minimum value at optimum speed decreases first increases and then decreases after reaching a maximum value at optimum speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing exceptionally strong strong unsuitable for road surfacing satisfactory for road surfacing exceptionally strong strong unsuitable for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is minimum gradient exceptional gradient limiting gradient ruling gradient minimum gradient exceptional gradient limiting gradient ruling gradient ANSWER DOWNLOAD EXAMIANS APP
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