Highway Engineering Rigidity factor for a tyre pressure greater than 7 kg/cm² is equal to 1 greater than 1 less than 1 zero equal to 1 greater than 1 less than 1 zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be 4% 5 % 3 % 6% 4% 5 % 3 % 6% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing 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) 7.432 cm -0.168 cm 7.768 cm 0.168 cm 7.432 cm -0.168 cm 7.768 cm 0.168 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.3 0.2 0.45 0.1 0.3 0.2 0.45 0.1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is equal to camber 1 in 15 1 in 12.5 1 in 10 equal to camber 1 in 15 1 in 12.5 1 in 10 ANSWER DOWNLOAD EXAMIANS APP