Highway Engineering Tie bars in cement concrete pavements are at warping joints expansion joints longitudinal joints contraction joints warping joints expansion joints longitudinal joints contraction joints ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is climatic condition subgrade soil and drainage conditions availability of funds for the construction project type and intensity of traffic climatic condition subgrade soil and drainage conditions availability of funds for the construction project type and intensity of traffic 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 3 % 6% 5 % 4% 3 % 6% 5 % 4% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then Compressibility and permeability increase and dry strength decreases Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength decrease Compressibility, permeability and dry strength increase Compressibility and permeability increase and dry strength decreases Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength decrease Compressibility, permeability and dry strength increase 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 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 increase in both speed and radius of curve decrease 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 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 zero 64m 80m 60m zero 64m 80m 60m ANSWER DOWNLOAD EXAMIANS APP
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