Highway Engineering With increase in speed of the traffic stream, the maximum capacity of the lane first decreases and then increases after reaching a minimum value at optimum speed decreases first increases and then decreases after reaching a maximum value at optimum speed increases first decreases and then increases after reaching a minimum value at optimum speed decreases first increases and then decreases after reaching a maximum value at optimum speed increases 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 satisfactory for road surfacing exceptionally strong unsuitable for road surfacing strong satisfactory for road surfacing exceptionally strong ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Lateral movement of rail Vertical movement of rail Longitudinal movement of rail Difference in level of two rails Lateral movement of rail Vertical movement of rail Longitudinal movement of rail Difference in level of two rails ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is based on rate of change of super elevation higher of (A) and (B) smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation higher of (A) and (B) smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The suitable surfacing material for a bridge deck slab is rolled asphalt mastic asphalt bituminous carpet sheet asphalt rolled asphalt mastic asphalt bituminous carpet sheet asphalt 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