Highway Engineering For design, that length of transition curve should be taken which is 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 based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the maximum capacity of the lane first decreases and then increases after reaching a minimum value at optimum speed decreases increases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed decreases increases first increases and then decreases after reaching a maximum value at optimum speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Number of cotters used in CST-9 sleepers is 5 3 2 4 5 3 2 4 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Camber in the road is provided for counteracting the centrifugal force having proper sight distance None of these effective drainage counteracting the centrifugal force having proper sight distance None of these effective drainage ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The terrain may be classified as rolling terrain if the cross slope of land is between 25% and 60% more than 60% between 10% and 25% upto 10% between 25% and 60% more than 60% between 10% and 25% upto 10% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents hardest grade of bitumen ? 100/120 30/40 80/100 60/70 100/120 30/40 80/100 60/70 ANSWER DOWNLOAD EXAMIANS APP