Highway Engineering For design, that length of transition curve should be taken which is based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is limiting gradient ruling gradient minimum gradient exceptional gradient limiting gradient ruling gradient minimum gradient exceptional gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is equal to that in tar None of these more than that in tar less than that in tar equal to that in tar None of these more than that in tar less than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents hardest grade of bitumen ? 80/100 100/120 30/40 60/70 80/100 100/120 30/40 60/70 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing strong satisfactory for road surfacing exceptionally strong unsuitable for road surfacing strong satisfactory for road surfacing exceptionally strong ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shape of the camber, best suited for cement concrete pavements, is elliptical straight line parabolic combination of straight and parabolic elliptical straight line parabolic combination of straight and parabolic ANSWER DOWNLOAD EXAMIANS APP
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