Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 60m 64m zero 80m 60m 64m zero 80m 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 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 Reaction time of a driver is same for all speeds None of these decreases with increase in speed increases with increase in speed is same for all speeds None of these decreases with increase in speed increases with increase in speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided fully on the outer side of the curve fully on the inner side of the curve one-fourth on inner side and three-fourth on outer side of the curve equally on inner and outer sides of the curve fully on the outer side of the curve fully on the inner side of the curve one-fourth on inner side and three-fourth on outer side of the curve equally on inner and outer sides of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its length cross-section weight per unit length weight length cross-section weight per unit length weight ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a right angled road intersection with two way traffic, the total number of conflict points is 11 18 6 24 11 18 6 24 ANSWER DOWNLOAD EXAMIANS APP
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