Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is more dependent on the speed less same more dependent on the speed less same ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 120m 30m 60m 180m 120m 30m 60m 180m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 10 mm its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 8 to 10 mm its penetration value is 10 mm its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 8 to 10 mm 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 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver increases with increase in speed is same for all speeds decreases with increase in speed None of these increases with increase in speed is same for all speeds decreases with increase in speed None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 12 1 m 15 1 in 30 1 in 20 1 in 12 1 m 15 1 in 30 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS