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 based on allowable rate of change of centrifugal acceleration higher of (A) and (B) smaller of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration higher of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always None of these more than overtaking sight distance less than overtaking sight distance equal to overtaking sight distance None of these more than overtaking sight distance less than overtaking sight distance equal to overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 0.1 % no compensation 10% 1 % 0.1 % no compensation 10% 1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Rigidity factor for a tyre pressure greater than 7 kg/cm² is zero greater than 1 equal to 1 less than 1 zero greater than 1 equal to 1 less than 1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is smooth and dry dry rough smooth and wet smooth and dry dry rough smooth and wet ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as Side drain Sloping drain Catch-water drain Cross drain Side drain Sloping drain Catch-water drain Cross drain ANSWER DOWNLOAD EXAMIANS APP
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