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 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be 4% 5 % 6% 3 % 4% 5 % 6% 3 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 120m 180m 30m 60m 120m 180m 30m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering “Dead Slow” is a regulatory sign warning sign informatory sign None of these regulatory sign warning sign informatory sign None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be None of these greater than 40°C less-than 40°C equal to 40°C None of these greater than 40°C less-than 40°C equal to 40°C ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following devices is used to transfer the wagons or locomotives to and from parallel tracks without any necessity of shunting ? turntable triangle traverser scotch block turntable triangle traverser scotch block ANSWER DOWNLOAD EXAMIANS APP
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