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 2000 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be zero equal to the pressure on inner wheels less than the pressure on inner wheels more than the pressure on inner wheels zero equal to the pressure on inner wheels less than the pressure on inner wheels more than the pressure on inner wheels ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its length weight cross-section weight per unit length length weight cross-section weight per unit length ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The provision of traffic signals at intersections increases right angled and rear end collisions reduces rear end collisions but may increase right angled collisions reduces right angled collisions but may increase rear end collisions reduces right angled and rear end collisions increases right angled and rear end collisions reduces rear end collisions but may increase right angled collisions reduces right angled collisions but may increase rear end collisions reduces right angled and rear end collisions 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 1750/R 1600/R 1850/R 1700/R 1750/R 1600/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 1000 tonnes per day 500 tonnes per day 1500 tonnes per day 2000 tonnes per day 1000 tonnes per day 500 tonnes per day 1500 tonnes per day 2000 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
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