Highway Engineering Group index method of design of flexible pavement is An empirical method based on physical properties of sub-grade soil A theoretical method A semi empirical method An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A theoretical method A semi empirical method An empirical method based on strength characteristics of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be zero equal to the pressure on inner wheels more than the pressure on inner wheels less than the pressure on inner wheels zero equal to the pressure on inner wheels more than the pressure on inner wheels less than the pressure on inner wheels ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is CBR method Westergaard method Benkelman beam method group index method CBR method Westergaard method Benkelman beam method group index method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ruling design speed on a National Highway in plain terrain as per IRC recommendations is 100 kmph 120 kmph 60 kmph 80 kmph 100 kmph 120 kmph 60 kmph 80 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its cross-section weight length weight per unit length cross-section weight length weight per unit length ANSWER DOWNLOAD EXAMIANS APP
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