Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in both speed and radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve increase in both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Nagpur road plan formula were prepared by assuming rectangular or block road pattern radial or star and circular road pattern radial or star and block road pattern radial or star and grid road pattern rectangular or block road pattern radial or star and circular road pattern radial or star and block road pattern radial or star and grid road pattern ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is no compensation 10% 0.1 % 1 % no compensation 10% 0.1 % 1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of summit curves, the deviation angle will be maximum when an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient a descending gradient meets with another descending gradient an ascending gradient meets with a level surface an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient a descending gradient meets with another descending gradient an ascending gradient meets with a level surface ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1700/R 1600/R 1850/R 1750/R 1700/R 1600/R 1850/R 1750/R 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 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 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
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