Highway Engineering Coefficient of friction is less when the pavement surface is rough dry smooth and wet smooth and dry rough dry smooth and wet smooth and dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Penetration test on bitumen is used for determining its Ductility Viscosity Temperature susceptibility Grade Ductility Viscosity Temperature susceptibility Grade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 60m 64m zero 80m 60m 64m zero 80m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 0.38 (NV3)”2 3.8 NV”2 3.8 (NV3)”2 0.38 N V3/2 0.38 (NV3)”2 3.8 NV”2 3.8 (NV3)”2 0.38 N V3/2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 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 Prime coat Tack coat Spray of emulsion Seal coat Prime coat Tack coat Spray of emulsion Seal coat ANSWER DOWNLOAD EXAMIANS APP
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