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 2000 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The provision of traffic signals at intersections reduces rear end collisions but may increase right angled collisions increases right angled and rear end collisions reduces right angled collisions but may increase rear end collisions reduces right angled and rear end collisions reduces rear end collisions but may increase right angled collisions increases right angled and rear end collisions reduces right angled collisions but may increase rear end collisions reduces right angled and rear end collisions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a single lane road with two way traffic, the minimum stopping sight distance is equal to stopping distance half the stopping distance three times the stopping distance two times the stopping distance stopping distance half the stopping distance three times the stopping distance two times the stopping distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering “Dead Slow” is a regulatory sign warning sign None of these informatory sign regulatory sign warning sign None of these informatory sign ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 4.5 m 2.5 m 3.5 m 5.5m 4.5 m 2.5 m 3.5 m 5.5m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum number of vehicles beyond which the rotary may not function efficiently is 5000 vehicles per day 5000 vehicles per hour 500 vehicles per day 500 vehicles per hour 5000 vehicles per day 5000 vehicles per hour 500 vehicles per day 500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
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