Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1750/R 1700/R 1850/R 1600/R 1750/R 1700/R 1850/R 1600/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is CBR method group index method Benkelman beam method Westergaard method CBR method group index method Benkelman beam method Westergaard method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided one-fourth on inner side and three-fourth on outer side of the curve fully on the inner side of the curve fully on the outer side of the curve equally on inner and outer sides 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 fully on the outer side of the curve equally on inner and outer sides of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 7 0 5 3 7 0 5 3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on physical properties of sub-grade soil A semi empirical method A theoretical method An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A semi empirical method A theoretical method An empirical method based on strength characteristics of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is 1 in 48 1 in 36 1 in 60 1 in 30 1 in 48 1 in 36 1 in 60 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
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