Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1850/R 1600/R 1750/R 1700/R 1850/R 1600/R 1750/R 1700/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load None of these through structural action through a set of layers to the subgrade directly to subgrade None of these through structural action through a set of layers to the subgrade directly to subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is exceptional gradient limiting gradient minimum gradient ruling gradient exceptional gradient limiting gradient minimum gradient ruling gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density and traffic volume both attain maximum value 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 become zero traffic density and traffic volume both attain maximum value 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 become zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 1 % no compensation 10% 0.1 % 1 % no compensation 10% 0.1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
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