Highway Engineering Reaction time of a driver decreases with increase in speed is same for all speeds increases with increase in speed None of these decreases with increase in speed is same for all speeds increases with increase in speed None of these 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 3 0 7 5 3 0 7 5 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.025 0.04 0.03 0.02 0.025 0.04 0.03 0.02 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to None of these viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 same viscosity None of these viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 same viscosity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is 1 in 15 1 in 12.5 1 in 10 equal to camber 1 in 15 1 in 12.5 1 in 10 equal to camber ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method ANSWER DOWNLOAD EXAMIANS APP
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