Highway Engineering The maximum design gradient for vertical profile of a road is limiting gradient minimum gradient ruling gradient exceptional gradient limiting gradient minimum gradient ruling gradient exceptional gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 2.5 mm penetration only 5.0 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 5.0 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the maximum capacity of the lane 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 increases decreases 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 increases decreases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is more less dependent on the speed same more less dependent on the speed same ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 50 kmph 40 kmph 20 kmph 30 kmph 50 kmph 40 kmph 20 kmph 30 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The suitable surfacing material for a bridge deck slab is sheet asphalt bituminous carpet rolled asphalt mastic asphalt sheet asphalt bituminous carpet rolled asphalt mastic asphalt ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS