Highway Engineering The most suitable equipment for compacting clayey soils is a vibrator pneumatic tyred roller sheep foot roller smooth wheeled roller vibrator pneumatic tyred roller sheep foot roller smooth wheeled roller ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 1 % 0.1 % 10% no compensation 1 % 0.1 % 10% no compensation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the group index value of subgrade is between 5 and 9, then the subgrade is treated as good very poor poor fair good very poor poor fair ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always equal to overtaking sight distance less than overtaking sight distance None of these more than overtaking sight distance equal to overtaking sight distance less than overtaking sight distance None of these more than overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is 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) smaller of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 0 3 5 7 0 3 5 7 ANSWER DOWNLOAD EXAMIANS APP
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