Highway Engineering The entrance and exit curves of a rotary have equal pavement widths but radius is more at entrance curve than at exit curve different radii and different widths of pavement equal radii and equal widths of pavement equal radii but pavement width is more at entrance than at exit curve equal pavement widths but radius is more at entrance curve than at exit curve different radii and different widths of pavement equal radii and equal widths of pavement equal radii but pavement width is more at entrance than at exit curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver is same for all speeds increases with increase in speed None of these decreases with increase in speed is same for all speeds increases with increase in speed None of these decreases with increase in speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both become zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both become zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is 1 in 36 1 in 60 1 in 48 1 in 30 1 in 36 1 in 60 1 in 48 1 in 30 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 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 5.5m 3.5 m 2.5 m 4.5 m 5.5m 3.5 m 2.5 m 4.5 m ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS