Highway Engineering For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is 1 in 60 1 in 48 1 in 30 1 in 36 1 in 60 1 in 48 1 in 30 1 in 36 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 3000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 98 “”percentile 15th percentile 50 “”percentile 85th percentile 98 “”percentile 15th percentile 50 “”percentile 85th percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering “Dead Slow” is a informatory sign regulatory sign warning sign None of these informatory sign regulatory sign warning sign None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.45 0.1 0.3 0.2 0.45 0.1 0.3 ANSWER DOWNLOAD EXAMIANS APP
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