Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method Benkelman beam method group index method CBR method Westergaard method Benkelman beam method group index method CBR method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 0.1 % 1 % 10% no compensation 0.1 % 1 % 10% no compensation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the group index value of subgrade is between 5 and 9, then the subgrade is treated as very poor fair poor good very poor fair poor good ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its length weight per unit length cross-section weight length weight per unit length cross-section weight ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the maximum capacity of the lane increases first decreases and then increases after reaching a minimum value at optimum speed first increases and then decreases after reaching a maximum value at optimum speed decreases increases first decreases and then increases after reaching a minimum value at optimum speed first increases and then decreases after reaching a maximum value at optimum speed decreases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is minimum gradient limiting gradient ruling gradient exceptional gradient minimum gradient limiting gradient ruling gradient exceptional gradient ANSWER DOWNLOAD EXAMIANS APP
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