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 If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be less than b/2h and greater than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction 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 zero 80m 64m 60m zero 80m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as Side drain Cross drain Catch-water drain Sloping drain Side drain Cross drain Catch-water drain Sloping drain ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always equal to overtaking sight distance None of these less than overtaking sight distance more than overtaking sight distance equal to overtaking sight distance None of these less than overtaking sight distance more than overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects clearance to be provided under structures such as overbridges, under-bridges etc. width of shoulders and parking facilities extra width of pavement and minimum turning radius width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. width of shoulders and parking facilities extra width of pavement and minimum turning radius width of traffic lanes ANSWER DOWNLOAD EXAMIANS APP
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