Highway Engineering The recommended grade of tar for grouting purpose is RT-3 RT-2 RT-5 RT-1 RT-3 RT-2 RT-5 RT-1 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 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as turn markings lane lines stop lines crosswalk lines turn markings lane lines stop lines crosswalk lines ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 4.5 m 5.5m 2.5 m 3.5 m 4.5 m 5.5m 2.5 m 3.5 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 50 kmph 30 kmph 40 kmph 20 kmph 50 kmph 30 kmph 40 kmph 20 kmph ANSWER DOWNLOAD EXAMIANS APP
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