Highway Engineering For design, that length of transition curve should be taken which is higher of (A) and (B) based on rate of change of super elevation smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration higher of (A) and (B) based on rate of change of super elevation smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always less than overtaking sight distance equal to overtaking sight distance more than overtaking sight distance None of these less than overtaking sight distance equal to overtaking sight distance more than overtaking sight distance None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is minimum gradient ruling gradient limiting gradient exceptional gradient minimum gradient ruling gradient limiting gradient exceptional gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ruling design speed on a National Highway in plain terrain as per IRC recommendations is 120 kmph 100 kmph 80 kmph 60 kmph 120 kmph 100 kmph 80 kmph 60 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In highway construction, rolling starts from Any of the above Center and proceed to sides One side and proceed to other side Sides and proceed to center Any of the above Center and proceed to sides One side and proceed to other side Sides and proceed to center ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + warping stress Load stress + warping stress frictional stress Load stress + frictional stress Load stress + warping stress + frictional stress Load stress + warping stress Load stress + warping stress frictional stress Load stress + frictional stress Load stress + warping stress + frictional stress ANSWER DOWNLOAD EXAMIANS APP
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