Highway Engineering The maximum spacing of contraction joints in rigid pavements is 5.5m 3.5 m 2.5 m 4.5 m 5.5m 3.5 m 2.5 m 4.5 m 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 1500 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.1 0.3 0.45 0.2 0.1 0.3 0.45 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as crosswalk lines stop lines turn markings lane lines crosswalk lines stop lines turn markings lane lines ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is more less same dependent on the speed more less same dependent on the speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 98 “”percentile 85th percentile 50 “”percentile 15th percentile 98 “”percentile 85th percentile 50 “”percentile 15th percentile ANSWER DOWNLOAD EXAMIANS APP
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