Highway Engineering Coefficient of friction is less when the pavement surface is rough smooth and wet dry smooth and dry rough smooth and wet dry smooth and dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Study the following statements regarding creep. i) Creep is greater on curves than on tangent railway track, ii) Creep in new rails is more than that in old rails, iii) Creep is more on steep gradients than on level track. The correct answer is (i)and(ii) (ii) and (iii) only (i) (i), (ii) and (iii) (i)and(ii) (ii) and (iii) only (i) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening 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 equal to 40°C 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 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, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases Compressibility, permeability and dry strength increase Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases 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
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