Highway Engineering Bottom most layer of pavement is known as wearing course base course subgrade sub-base course wearing course base course subgrade sub-base course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The provision of traffic signals at intersections reduces right angled collisions but may increase rear end collisions increases right angled and rear end collisions reduces rear end collisions but may increase right angled collisions reduces right angled and rear end collisions reduces right angled collisions but may increase rear end collisions increases right angled and rear end collisions reduces rear end collisions but may increase right angled collisions reduces right angled and rear end collisions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver decreases with increase in speed is same for all speeds None of these increases with increase in speed decreases with increase in speed is same for all speeds None of these increases with increase in speed 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 overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing strong exceptionally strong unsuitable for road surfacing satisfactory for road surfacing strong exceptionally strong unsuitable for road surfacing ANSWER DOWNLOAD EXAMIANS APP
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