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 camber of road should be approximately equal to three times the longitudinal gradient half the longitudinal gradient two times the longitudinal gradient longitudinal gradient three times the longitudinal gradient half the longitudinal gradient two times the longitudinal gradient longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ? bituminous carpet mastic asphalt bituminous concrete sheet asphalt bituminous carpet mastic asphalt bituminous concrete sheet asphalt ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Los Angeles testing machine is used to conduct Crushing strength test Attrition test Impact test Abrasion test Crushing strength test Attrition test Impact test Abrasion test ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is 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 A theoretical method An empirical method based on physical properties of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at longitudinal joints expansion joints warping joints contraction joints longitudinal joints expansion joints warping joints contraction joints ANSWER DOWNLOAD EXAMIANS APP
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