Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then 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 Compressibility, permeability and dry strength increase Compressibility and permeability decrease and dry strength increases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 10% no compensation 0.1 % 1 % 10% no compensation 0.1 % 1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + warping stress frictional stress Load stress + warping stress Load stress + frictional stress Load stress + warping stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + frictional stress Load stress + warping stress + frictional stress ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The diagram which shows all important physical conditions of an accident location like roadway limits, bridges, trees and all details of roadway conditions is known as condition diagram spot maps pie chart collision diagram condition diagram spot maps pie chart collision diagram ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a single lane road with two way traffic, the minimum stopping sight distance is equal to three times the stopping distance stopping distance half the stopping distance two times the stopping distance three times the stopping distance stopping distance half the stopping distance two times the stopping distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided fully on the inner side of the curve one-fourth on inner side and three-fourth on outer side of the curve equally on inner and outer sides of the curve fully on the outer side of the curve fully on the inner side of the curve one-fourth on inner side and three-fourth on outer side of the curve equally on inner and outer sides of the curve fully on the outer side of the curve ANSWER DOWNLOAD EXAMIANS APP
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