Highway Engineering Coefficient of friction is less when the pavement surface is smooth and dry smooth and wet dry rough smooth and dry smooth and wet dry rough ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum thickness of expansion joint in rigid pavements is 100 mm 25 mm 10 mm 50 mm 100 mm 25 mm 10 mm 50 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is climatic condition subgrade soil and drainage conditions type and intensity of traffic availability of funds for the construction project climatic condition subgrade soil and drainage conditions type and intensity of traffic availability of funds for the construction project 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 greater than co-efficient of lateral friction greater than b/2h and less than co-efficient of lateral friction greater than b/2h and also greater than coefficient 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 less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction less than b/2h and also less than co-efficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The entrance and exit curves of a rotary have equal radii and equal widths of pavement different radii and different widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve equal radii but pavement width is more at entrance than at exit curve equal radii and equal widths of pavement different radii and different widths of pavement equal pavement widths but radius is more at entrance curve than at exit curve equal radii but pavement width is more at entrance than at exit curve 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 5 7 3 0 5 7 3 0 ANSWER DOWNLOAD EXAMIANS APP
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