Highway Engineering In the penetration macadam construction, the bitumen is None of these Premixed with aggregates and then spread Sprayed after the aggregates are spread and compacted Sprayed before the aggregates are spread and compacted None of these Premixed with aggregates and then spread Sprayed after the aggregates are spread and compacted Sprayed before the aggregates are spread and compacted ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ruling design speed on a National Highway in plain terrain as per IRC recommendations is 80 kmph 100 kmph 120 kmph 60 kmph 80 kmph 100 kmph 120 kmph 60 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Benkelman beam method group index method CBR method Westergaard method Benkelman beam method group index method CBR method Westergaard method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed decreases increases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed decreases increases 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 % no compensation 10% 1 % 0.1 % no compensation 10% 1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shoulder provided along the road edge should be of very low load bearing capacity of same colour as that of the pavement smoother than the traffic lanes rougher than the traffic lanes of very low load bearing capacity of same colour as that of the pavement smoother than the traffic lanes rougher than the traffic lanes ANSWER DOWNLOAD EXAMIANS APP
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