Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 60m 30m 180m 120m 60m 30m 180m 120m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the design of super elevation for mixed traffic conditions, the speed is reduced by 25% 15% 75% 20% 25% 15% 75% 20% 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 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles first decreases and then increases after reaching a minimum value at optimum speed decreases first increases and then decreases after reaching a maximum value at optimum speed increases first decreases and then increases after reaching a minimum value at optimum speed decreases first increases and then decreases after reaching a maximum value at optimum speed increases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is same more less dependent on the speed same more less dependent on the speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) 7.768 cm 7.432 cm 0.168 cm -0.168 cm 7.768 cm 7.432 cm 0.168 cm -0.168 cm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS