Highway Engineering The maximum design gradient for vertical profile of a road is limiting gradient ruling gradient exceptional gradient minimum gradient limiting gradient ruling gradient exceptional gradient minimum gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver None of these increases with increase in speed decreases with increase in speed is same for all speeds None of these increases with increase in speed decreases with increase in speed is same for all speeds ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is 1000000 100000 1000 10000 1000000 100000 1000 10000 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a vibrator pneumatic tyred roller sheep foot roller smooth wheeled roller vibrator pneumatic tyred roller sheep foot roller smooth wheeled roller ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability decrease and dry strength increases Compressibility and permeability increase and dry strength decreases Compressibility, permeability and dry strength increase Compressibility, permeability and dry strength decrease Compressibility and permeability decrease and dry strength increases Compressibility and permeability increase and dry strength decreases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 10 1.0 2.0 0.5 10 1.0 2.0 0.5 ANSWER DOWNLOAD EXAMIANS APP
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