Highway Engineering The most suitable equipment for compacting clayey soils is a smooth wheeled roller vibrator pneumatic tyred roller sheep foot roller smooth wheeled roller vibrator pneumatic tyred roller sheep foot roller ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be less than b/2h and also less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
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 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) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The effect of grade on safe overtaking sight distance is to increase it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades to increase it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is ruling gradient limiting gradient minimum gradient exceptional gradient ruling gradient limiting gradient minimum gradient exceptional gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Number of cotters used in CST-9 sleepers is 2 3 5 4 2 3 5 4 ANSWER DOWNLOAD EXAMIANS APP
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