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 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) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is 1 in 15 1 in 10 equal to camber 1 in 12.5 1 in 15 1 in 10 equal to camber 1 in 12.5 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 With increase in speed of the traffic stream, the minimum spacing of vehicles decreases first decreases and then increases after reaching a minimum value at optimum speed increases first increases and then decreases after reaching a maximum value at optimum speed decreases first decreases and then increases after reaching a minimum value at optimum speed increases first increases and then decreases after reaching a maximum value at optimum speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be 3 % 4% 6% 5 % 3 % 4% 6% 5 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 to 10 cm its penetration value is 8 to 10 mm its penetration value is 8 mm its penetration value is 10 mm its penetration value is 8 to 10 cm its penetration value is 8 to 10 mm its penetration value is 8 mm its penetration value is 10 mm ANSWER DOWNLOAD EXAMIANS APP
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