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 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is 2500 vehicles per hour 1000 vehicles per hour 2500 vehicles per day 2000 vehicles per hour 2500 vehicles per hour 1000 vehicles per hour 2500 vehicles per day 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-2 RT-1 RT-3 RT-5 RT-2 RT-1 RT-3 RT-5 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in traffic volume studies accident studies origin and destination studies speed studies traffic volume studies accident studies origin and destination studies speed studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.03 0.025 0.04 0.02 0.03 0.025 0.04 0.02 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 98 “”percentile 15th percentile 85th percentile 50 “”percentile 98 “”percentile 15th percentile 85th percentile 50 “”percentile ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS