Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.04 0.02 0.025 0.03 0.04 0.02 0.025 0.03 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density and traffic volume both attain maximum value ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is more than that in tar None of these less than that in tar equal to that in tar more than that in tar None of these less than that in tar equal to that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The attainment of super elevation by rotation of pavement about the inner edge of the pavement does not change the vertical alignment of road is preferable in steep terrain results in balancing the earthwork avoids the drainage problem in flat terrain does not change the vertical alignment of road is preferable in steep terrain results in balancing the earthwork avoids the drainage problem in flat terrain ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm ANSWER DOWNLOAD EXAMIANS APP
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