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% 3 % 5 % 6% 4% 3 % 5 % 6% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? basic capacity theoretical capacity possible capacity practical capacity basic capacity theoretical capacity possible capacity practical capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following methods is preferred for collecting origin and destination data for a small area like a mass business center or a large intersection ? road side interview method return postcard method home interview method license plate method road side interview method return postcard method home interview method license plate method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then Compressibility, permeability and dry strength increase Compressibility and permeability decrease and dry strength increases Compressibility and permeability increase and dry strength decreases Compressibility, permeability and dry strength decrease Compressibility, permeability and dry strength increase Compressibility and permeability decrease and dry strength increases Compressibility and permeability increase and dry strength decreases Compressibility, permeability and dry strength decrease ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 60m zero 80m 64m 60m zero 80m 64m ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS