Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1600/R 1750/R 1700/R 1850/R 1600/R 1750/R 1700/R 1850/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 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 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is organic soil granular soil silts clays organic soil granular soil silts clays ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always less than overtaking sight distance equal to overtaking sight distance None of these more than overtaking sight distance less than overtaking sight distance equal to overtaking sight distance None of these more than overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as wearing course sub-base course subgrade base course wearing course sub-base course subgrade base course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the design of super elevation for mixed traffic conditions, the speed is reduced by 25% 20% 75% 15% 25% 20% 75% 15% ANSWER DOWNLOAD EXAMIANS APP
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