Highway Engineering Flexible pavement distribute the wheel load None of these through a set of layers to the subgrade through structural action directly to subgrade None of these through a set of layers to the subgrade through structural action directly to subgrade 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 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 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 180m 30m 120m 60m 180m 30m 120m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following turnouts is most commonly used for goods train on Indian Railways ? 1 in 8’/2 1 in 12 1 in 20 1 in 16 1 in 8’/2 1 in 12 1 in 20 1 in 16 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 20 1 in 12 1 m 15 1 in 30 1 in 20 1 in 12 1 m 15 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-3 RT-5 RT-1 RT-2 RT-3 RT-5 RT-1 RT-2 ANSWER DOWNLOAD EXAMIANS APP