Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.03 0.025 0.02 0.04 0.03 0.025 0.02 0.04 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 ? license plate method home interview method road side interview method return postcard method license plate method home interview method road side interview method return postcard method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.45 0.2 0.3 0.1 0.45 0.2 0.3 0.1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is A theoretical method An empirical method based on strength characteristics of sub-grade soil A semi empirical method An empirical method based on physical properties of sub-grade soil A theoretical method An empirical method based on strength characteristics of sub-grade soil A semi empirical method An empirical method based on physical properties of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Los Angeles testing machine is used to conduct Attrition test Crushing strength test Impact test Abrasion test Attrition test Crushing strength test Impact test Abrasion test ANSWER DOWNLOAD EXAMIANS APP
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