Highway Engineering Which of the following is known as design capacity ? theoretical capacity practical capacity basic capacity possible capacity theoretical capacity practical capacity basic capacity possible capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a smooth wheeled roller sheep foot roller vibrator pneumatic tyred roller smooth wheeled roller sheep foot roller vibrator pneumatic tyred roller 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 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 Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 to 10 cm its penetration value is 8 to 10 mm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 cm its penetration value is 8 to 10 mm its penetration value is 8 mm its penetration value is 10 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Penetration test on bitumen is used for determining its Ductility Grade Viscosity Temperature susceptibility Ductility Grade Viscosity Temperature susceptibility ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-5 RT-1 RT-2 RT-3 RT-5 RT-1 RT-2 RT-3 ANSWER DOWNLOAD EXAMIANS APP
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