Highway Engineering Flexible pavement distribute the wheel load directly to subgrade through a set of layers to the subgrade through structural action None of these directly to subgrade through a set of layers to the subgrade through structural action None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is A theoretical method An empirical method based on physical properties of sub-grade soil A semi empirical method An empirical method based on strength characteristics of sub-grade soil A theoretical method An empirical method based on physical properties of sub-grade soil A semi empirical method An empirical method based on strength characteristics of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as base course sub-base course subgrade wearing course base course sub-base course subgrade wearing course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided equally on inner and outer sides of the curve fully on the outer side of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the inner side of the curve equally on inner and outer sides of the curve fully on the outer side of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the inner side of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The recommended grade of tar for grouting purpose is RT-2 RT-1 RT-5 RT-3 RT-2 RT-1 RT-5 RT-3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be 6% 5 % 3 % 4% 6% 5 % 3 % 4% ANSWER DOWNLOAD EXAMIANS APP
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