Highway Engineering Nagpur road plan formula were prepared by assuming radial or star and circular road pattern radial or star and block road pattern rectangular or block road pattern radial or star and grid road pattern radial or star and circular road pattern radial or star and block road pattern rectangular or block road pattern radial or star and grid road pattern ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is climatic condition type and intensity of traffic subgrade soil and drainage conditions availability of funds for the construction project climatic condition type and intensity of traffic subgrade soil and drainage conditions availability of funds for the construction project 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 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 The camber of road should be approximately equal to two times the longitudinal gradient longitudinal gradient three times the longitudinal gradient half the longitudinal gradient two times the longitudinal gradient longitudinal gradient three times the longitudinal gradient half the longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is smooth and dry smooth and wet dry rough smooth and dry smooth and wet dry rough ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS