Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve increase in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon total reaction time of driver All of these speed of vehicle efficiency of brakes total reaction time of driver All of these speed of vehicle efficiency of brakes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is 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 An empirical method based on physical properties of sub-grade soil A semi empirical method A theoretical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Longitudinal movement of rail Vertical movement of rail Lateral movement of rail Difference in level of two rails Longitudinal movement of rail Vertical movement of rail Lateral movement of rail Difference in level of two rails ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum thickness of expansion joint in rigid pavements is 50 mm 100 mm 25 mm 10 mm 50 mm 100 mm 25 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load directly to subgrade None of these through a set of layers to the subgrade through structural action directly to subgrade None of these through a set of layers to the subgrade through structural action ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS