Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing 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 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 4.5 m 3.5 m 5.5m 2.5 m 4.5 m 3.5 m 5.5m 2.5 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum number of vehicles beyond which the rotary may not function efficiently is 5000 vehicles per hour 500 vehicles per day 500 vehicles per hour 5000 vehicles per day 5000 vehicles per hour 500 vehicles per day 500 vehicles per hour 5000 vehicles per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 85th percentile 15th percentile 98 “”percentile 50 “”percentile 85th percentile 15th percentile 98 “”percentile 50 “”percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is turbine circular elliptical tangent turbine circular elliptical tangent ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS