Highway Engineering Normally maximum cant permissible in Meter Gauge is 165 mm 140 mm 90 mm 75 mm 165 mm 140 mm 90 mm 75 mm 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 poor fair very poor good poor fair very poor ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 2.5 mm penetration only 5.0 mm penetration only 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 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 also less than co-efficient of lateral friction less than b/2h and greater 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 also 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 The maximum allowable Los Angeles abrasion value for high quality surface course is 0.1 0.3 0.45 0.2 0.1 0.3 0.45 0.2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shape of the camber, best suited for cement concrete pavements, is combination of straight and parabolic parabolic elliptical straight line combination of straight and parabolic parabolic elliptical straight line ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS