Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 120m 30m 180m 60m 120m 30m 180m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in turning skidding slipping revolving turning skidding slipping revolving ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles 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 increases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 2500 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 50 “”percentile 15th percentile 85th percentile 98 “”percentile 50 “”percentile 15th percentile 85th percentile 98 “”percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The thickness of bituminous carpet varies from 100 to 120 mm 75 to 100 mm 20 to 25 mm 50 to 75 mm 100 to 120 mm 75 to 100 mm 20 to 25 mm 50 to 75 mm ANSWER DOWNLOAD EXAMIANS APP