Highway Engineering The recommended grade of tar for grouting purpose is RT-2 RT-1 RT-3 RT-5 RT-2 RT-1 RT-3 RT-5 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 lane lines turn markings crosswalk lines stop lines lane lines turn markings crosswalk lines stop lines ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ruling design speed on a National Highway in plain terrain as per IRC recommendations is 60 kmph 120 kmph 100 kmph 80 kmph 60 kmph 120 kmph 100 kmph 80 kmph 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 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 Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength increase ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is 1000 1000000 10000 100000 1000 1000000 10000 100000 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS