Highway Engineering Rigidity factor for a tyre pressure greater than 7 kg/cm² is greater than 1 zero less than 1 equal to 1 greater than 1 zero less than 1 equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is organic soil silts granular soil clays organic soil silts granular soil clays ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 1500 tonnes per day 1000 tonnes per day 500 tonnes per day 2000 tonnes per day 1500 tonnes per day 1000 tonnes per day 500 tonnes per day 2000 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 mm its penetration value is 8 to 10 mm its penetration value is 10 mm its penetration value is 8 to 10 cm its penetration value is 8 mm its penetration value is 8 to 10 mm its penetration value is 10 mm its penetration value is 8 to 10 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on strength characteristics of sub-grade soil A semi empirical method A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method A theoretical method An empirical method based on physical properties of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
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