Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to overtaking sight distance 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The suitable surfacing material for a bridge deck slab is sheet asphalt bituminous carpet mastic asphalt rolled asphalt sheet asphalt bituminous carpet mastic asphalt rolled asphalt ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 60m 80m 64m zero 60m 80m 64m zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In the penetration macadam construction, the bitumen is Premixed with aggregates and then spread None of these Sprayed after the aggregates are spread and compacted Sprayed before the aggregates are spread and compacted Premixed with aggregates and then spread None of these Sprayed after the aggregates are spread and compacted Sprayed before the aggregates are spread and compacted ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver is same for all speeds decreases with increase in speed increases with increase in speed None of these is same for all speeds decreases with increase in speed increases with increase in speed None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
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