Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 50cm 30 cm 20 cm 10 cm 50cm 30 cm 20 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is 1 in 12.5 equal to camber 1 in 15 1 in 10 1 in 12.5 equal to camber 1 in 15 1 in 10 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is 1000 1000000 100000 10000 1000 1000000 100000 10000 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is None of these more than that in tar less than that in tar equal to that in tar None of these more than that in tar less than that in tar equal to that in tar ANSWER DOWNLOAD EXAMIANS APP
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