Highway Engineering Group index method of design of flexible pavement is An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A semi empirical method A theoretical method An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A semi empirical method A theoretical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1600/R 1700/R 1850/R 1750/R 1600/R 1700/R 1850/R 1750/R ANSWER DOWNLOAD EXAMIANS APP
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 decreases with increase in speed increases with increase in speed None of these is same for all speeds decreases with increase in speed increases with increase in speed None of these is same for all speeds ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, application of filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, application of filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be less than b/2h and greater than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
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