Highway Engineering For highway geometric design purposes the speed used is 15th percentile 85th percentile 50 “”percentile 98 “”percentile 15th percentile 85th percentile 50 “”percentile 98 “”percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is organic soil granular soil clays silts organic soil granular soil clays silts ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is dry smooth and dry smooth and wet rough dry smooth and dry smooth and wet rough ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed increases decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed increases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The terrain may be classified as rolling terrain if the cross slope of land is between 10% and 25% more than 60% upto 10% between 25% and 60% between 10% and 25% more than 60% upto 10% between 25% and 60% ANSWER DOWNLOAD EXAMIANS APP
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