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 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon total reaction time of driver speed of vehicle efficiency of brakes All of these total reaction time of driver speed of vehicle efficiency of brakes All of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is equal to camber 1 in 12.5 1 in 15 1 in 10 equal to camber 1 in 12.5 1 in 15 1 in 10 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The transition curve used in the horizontal alignment of highways as per IRC recommendations is Any of these lemniscate cubic parabola spiral Any of these lemniscate cubic parabola spiral ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shape of the camber, best suited for cement concrete pavements, is combination of straight and parabolic elliptical straight line parabolic combination of straight and parabolic elliptical straight line parabolic ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1850/R 1700/R 1600/R 1750/R 1850/R 1700/R 1600/R 1750/R ANSWER DOWNLOAD EXAMIANS APP
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