Highway Engineering The camber of road should be approximately equal to half the longitudinal gradient three times the longitudinal gradient longitudinal gradient two times the longitudinal gradient half the longitudinal gradient three times the longitudinal gradient longitudinal gradient two times the longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is A theoretical method An empirical method based on strength characteristics of sub-grade soil A semi empirical method An empirical method based on physical properties of sub-grade soil A theoretical method An empirical method based on strength characteristics of sub-grade soil A semi empirical method An empirical method based on physical properties of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is dry smooth and wet rough smooth and dry dry smooth and wet rough smooth and dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum width of a vehicle as recommended by IRC is 1.85 m 2.44 m 4.72 m 3.81 m 1.85 m 2.44 m 4.72 m 3.81 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The entrance and exit curves of a rotary have equal radii and equal widths of pavement different radii and different widths of pavement equal radii but pavement width is more at entrance than at exit curve equal pavement widths but radius is more at entrance curve than at exit curve equal radii and equal widths of pavement different radii and different widths of pavement equal radii but pavement width is more at entrance than at exit curve equal pavement widths but radius is more at entrance curve than at exit curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing strong unsuitable for road surfacing exceptionally strong satisfactory for road surfacing strong unsuitable for road surfacing exceptionally strong ANSWER DOWNLOAD EXAMIANS APP
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