Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 0.1 % 10% 1 % no compensation 0.1 % 10% 1 % no compensation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon efficiency of brakes speed of vehicle total reaction time of driver All of these efficiency of brakes speed of vehicle total reaction time of driver All of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects extra width of pavement and minimum turning radius width of traffic lanes width of shoulders and parking facilities clearance to be provided under structures such as overbridges, under-bridges etc. extra width of pavement and minimum turning radius width of traffic lanes width of shoulders and parking facilities clearance to be provided under structures such as overbridges, under-bridges etc. ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to same viscosity viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 None of these same viscosity viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 7.5 mm penetration only 5.0 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 5.0 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shape of the camber, best suited for cement concrete pavements, is straight line parabolic combination of straight and parabolic elliptical straight line parabolic combination of straight and parabolic elliptical ANSWER DOWNLOAD EXAMIANS APP
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