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 2000 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in traffic volume studies speed studies accident studies origin and destination studies traffic volume studies speed studies accident studies origin and destination studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 85th percentile 50 “”percentile 15th percentile 98 “”percentile 85th percentile 50 “”percentile 15th percentile 98 “”percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ? sheet asphalt bituminous concrete bituminous carpet mastic asphalt sheet asphalt bituminous concrete bituminous carpet mastic asphalt ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum number of vehicles can be parked with 45° angle parking 30° angle parking parallel parking 90° angle parking 45° angle parking 30° angle parking parallel parking 90° angle parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through structural action directly to subgrade through a set of layers to the subgrade None of these through structural action directly to subgrade through a set of layers to the subgrade None of these ANSWER DOWNLOAD EXAMIANS APP
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