Highway Engineering Bottom most layer of pavement is known as subgrade wearing course sub-base course base course subgrade wearing course sub-base course base course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering “Dead Slow” is a warning sign informatory sign None of these regulatory sign warning sign informatory sign None of these regulatory sign ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In the penetration macadam construction, the bitumen is Sprayed before the aggregates are spread and compacted Sprayed after the aggregates are spread and compacted Premixed with aggregates and then spread None of these Sprayed before the aggregates are spread and compacted Sprayed after the aggregates are spread and compacted Premixed with aggregates and then spread None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is None of these equal to that in tar more than that in tar less than that in tar None of these equal to that in tar more than that in tar less than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
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