Highway Engineering Normally maximum cant permissible in Meter Gauge is 140 mm 75 mm 165 mm 90 mm 140 mm 75 mm 165 mm 90 mm 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 60m 80m zero 64m 60m 80m zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Lateral movement of rail Difference in level of two rails Longitudinal movement of rail Vertical movement of rail Lateral movement of rail Difference in level of two rails Longitudinal movement of rail Vertical movement of rail ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is 15 lux 10 lux 20 lux 30 lux 15 lux 10 lux 20 lux 30 lux ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + warping stress + frictional stress Load stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + warping stress + frictional stress ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with increase in both speed and radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in speed and with increase in radius of curve ANSWER DOWNLOAD EXAMIANS APP
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