Highway Engineering In CBR test the value of CBR is calculated at 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 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 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 Compressibility, permeability and dry strength increase ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to same viscosity viscosity in increasing order from RC-2 to SC-2 None of these viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these viscosity in decreasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is lime bitumen cement None of these lime bitumen cement None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the group index value of subgrade is between 5 and 9, then the subgrade is treated as fair poor very poor good fair poor very poor good ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is equal to the cross slope of pavement greater than the cross slope of pavement less than the cross slope of pavement zero equal to the cross slope of pavement greater than the cross slope of pavement less than the cross slope of pavement zero ANSWER DOWNLOAD EXAMIANS APP
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