Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 60m 80m zero 64m 60m 80m zero 64m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The direct interchange ramp involves diverging to the left side and merging from right diverging to the right side and merging from right diverging to the right side and merging from left diverging to the left side and merging from left diverging to the left side and merging from right diverging to the right side and merging from right diverging to the right side and merging from left diverging to the left side and merging from left 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 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 The absolute minimum radius of curve for safe operation for a speed of 110 kmph is 110 m 220 m 577 m 440 m 110 m 220 m 577 m 440 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ? bituminous concrete bituminous carpet mastic asphalt sheet asphalt bituminous concrete bituminous carpet mastic asphalt sheet asphalt ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is no compensation 10% 0.1 % 1 % no compensation 10% 0.1 % 1 % ANSWER DOWNLOAD EXAMIANS APP
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