Highway Engineering For design, that length of transition curve should be taken which is smaller of (A) and (B) based on rate of change of super elevation higher of (A) and (B) based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) based on rate of change of super elevation higher of (A) and (B) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is bitumen lime cement None of these bitumen lime cement None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is equal to that in tar less than that in tar more than that in tar None of these equal to that in tar less than that in tar more than that in tar None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Normally maximum cant permissible in Meter Gauge is 165 mm 75 mm 140 mm 90 mm 165 mm 75 mm 140 mm 90 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is Seal coat Spray of emulsion Prime coat Tack coat Seal coat Spray of emulsion Prime coat Tack coat ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Penetration test on bitumen is used for determining its Grade Viscosity Temperature susceptibility Ductility Grade Viscosity Temperature susceptibility Ductility ANSWER DOWNLOAD EXAMIANS APP
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