Highway Engineering The maximum spacing of contraction joints in rigid pavements is 3.5 m 2.5 m 4.5 m 5.5m 3.5 m 2.5 m 4.5 m 5.5m 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 -0.168 cm 7.432 cm 7.768 cm 0.168 cm -0.168 cm 7.432 cm ANSWER DOWNLOAD EXAMIANS APP
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 first increases and then decreases after reaching a maximum value at optimum speed increases decreases first decreases and then increases after reaching a minimum value at optimum speed first increases and then decreases after reaching a maximum value at optimum speed increases decreases ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 64m zero 80m 60m 64m zero 80m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through a set of layers to the subgrade through structural action None of these directly to subgrade through a set of layers to the subgrade through structural action None of these directly to subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Longitudinal movement of rail Lateral movement of rail Difference in level of two rails Vertical movement of rail Longitudinal movement of rail Lateral movement of rail Difference in level of two rails Vertical movement of rail ANSWER DOWNLOAD EXAMIANS APP
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