Highway Engineering Flexible pavement distribute the wheel load directly to subgrade None of these through structural action through a set of layers to the subgrade directly to subgrade None of these through structural action through a set of layers to the subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering “Dead Slow” is a None of these regulatory sign informatory sign warning sign None of these regulatory sign informatory sign warning sign ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is bitumen cement None of these lime bitumen cement None of these lime ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in origin and destination studies accident studies traffic volume studies speed studies origin and destination studies accident studies traffic volume studies speed studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 3.8 NV”2 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 3.8 NV”2 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 12 1 in 20 1 m 15 1 in 30 1 in 12 1 in 20 1 m 15 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS