Highway Engineering Coefficient of friction is less when the pavement surface is smooth and wet smooth and dry dry rough smooth and wet smooth and dry dry rough 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 Camber in the road is provided for having proper sight distance None of these counteracting the centrifugal force effective drainage having proper sight distance None of these counteracting the centrifugal force effective drainage ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is indicated by a warning sign ? no parking level crossing end of speed limit overtaking prohibited no parking level crossing end of speed limit overtaking prohibited ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 30m 180m 60m 120m 30m 180m 60m 120m ANSWER DOWNLOAD EXAMIANS APP
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