Highway Engineering The maximum limit of water absorption for aggregate suitable for road construction is 0.6 % 1.0 % 0.8 % 0.4 % 0.6 % 1.0 % 0.8 % 0.4 % 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 With increase in speed of the traffic stream, the maximum capacity of the lane first increases and then decreases after reaching a maximum value at optimum speed increases decreases first decreases and then increases after reaching a minimum value at optimum speed first increases and then decreases after reaching a maximum value at optimum speed increases decreases first decreases and then increases after reaching a minimum value at optimum speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The direct interchange ramp involves diverging to the left side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the right side and merging from left diverging to the left side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the right side and merging from left ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
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