Highway Engineering In case of hill roads, the extra widening is generally provided 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 fully on the outer side of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following devices is used to transfer the wagons or locomotives to and from parallel tracks without any necessity of shunting ? triangle turntable scotch block traverser triangle turntable scotch block traverser 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 less 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 less than b/2h and greater than co-efficient 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 greater than b/2h and also greater than coefficient of lateral friction less than b/2h and greater than co-efficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as sub-base course subgrade wearing course base course sub-base course subgrade wearing course base course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is zero less than the cross slope of pavement equal to the cross slope of pavement greater than the cross slope of pavement zero less than the cross slope of pavement equal to the cross slope of pavement greater than the cross slope of pavement ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as exceptionally strong unsuitable for road surfacing satisfactory for road surfacing strong exceptionally strong unsuitable for road surfacing satisfactory for road surfacing strong ANSWER DOWNLOAD EXAMIANS APP
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