Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1750/R 1850/R 1700/R 1600/R 1750/R 1850/R 1700/R 1600/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The attainment of super elevation by rotation of pavement about the inner edge of the pavement avoids the drainage problem in flat terrain is preferable in steep terrain results in balancing the earthwork does not change the vertical alignment of road avoids the drainage problem in flat terrain is preferable in steep terrain results in balancing the earthwork does not change the vertical alignment of road ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is group index method Benkelman beam method CBR method Westergaard method group index method Benkelman beam method CBR method Westergaard method 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 % 0.1 % 10% no compensation 1 % 0.1 % 10% no compensation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of road should be approximately equal to half the longitudinal gradient longitudinal gradient two times the longitudinal gradient three times the longitudinal gradient half the longitudinal gradient longitudinal gradient two times the longitudinal gradient three times the longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 120m 180m 30m 60m 120m 180m 30m 60m ANSWER DOWNLOAD EXAMIANS APP
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