Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method CBR method group index method Benkelman beam method Westergaard method CBR method group index method Benkelman beam method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its weight per unit length length weight cross-section weight per unit length length weight cross-section ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for annual average hourly volume thirtieth highest hourly volume peak hourly volume of the year annual average daily traffic annual average hourly volume thirtieth highest hourly volume peak hourly volume of the year annual average daily traffic ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve decrease in both speed and radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 12 1 m 15 1 in 20 1 in 30 1 in 12 1 m 15 1 in 20 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is equal to that in tar less than that in tar None of these more than that in tar equal to that in tar less than that in tar None of these more than that in tar ANSWER DOWNLOAD EXAMIANS APP
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