Highway Engineering For design, that length of transition curve should be taken which is smaller of (A) and (B) based on rate of change of super elevation higher of (A) and (B) based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) based on rate of change of super elevation higher of (A) and (B) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing exceptionally strong strong satisfactory for road surfacing unsuitable for road surfacing exceptionally strong strong satisfactory for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a right angled road intersection with two way traffic, the total number of conflict points is 11 6 18 24 11 6 18 24 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following devices is used to transfer the wagons or locomotives to and from parallel tracks without any necessity of shunting ? turntable scotch block traverser triangle turntable scotch block traverser triangle ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In hill roads the side drains arc provided None of these on both sides of road only on the opposite side of hill only on the hill side of road None of these on both sides of road only on the opposite side of hill only on the hill side of road ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shape of the camber, best suited for cement concrete pavements, is parabolic combination of straight and parabolic elliptical straight line parabolic combination of straight and parabolic elliptical straight line ANSWER DOWNLOAD EXAMIANS APP
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