Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 180m 60m 120m 30m 180m 60m 120m 30m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The effect of grade on safe overtaking sight distance is to decrease it on descending grades and to increase it on ascending grades to increase it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades to increase it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on both descending and ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum number of vehicles can be parked with 30° angle parking 90° angle parking parallel parking 45° angle parking 30° angle parking 90° angle parking parallel parking 45° angle parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering A traffic rotary is justified where number of intersecting roads is between 4 and 7 when traffic volume is more than 5000 vehicles per hour space is limited and costly when traffic volume is less than 500 vehicles per hour number of intersecting roads is between 4 and 7 when traffic volume is more than 5000 vehicles per hour space is limited and costly when traffic volume is less than 500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both attain maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both attain maximum value traffic density and traffic volume both become zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 85th percentile 98 “”percentile 15th percentile 50 “”percentile 85th percentile 98 “”percentile 15th percentile 50 “”percentile ANSWER DOWNLOAD EXAMIANS APP
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