Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 40 kmph 20 kmph 30 kmph 50 kmph 40 kmph 20 kmph 30 kmph 50 kmph 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 When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is Seal coat Tack coat Spray of emulsion Prime coat Seal coat Tack coat Spray of emulsion Prime coat ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The sequence of four stages of survey in a highway alignment is map study, preliminary survey, reconnaissance and detailed survey preliminary survey, map study, reconnaissance and detailed survey reconnaissance, map study, preliminary survey and detailed survey map study, reconnaissance, preliminary survey and detailed survey map study, preliminary survey, reconnaissance and detailed survey preliminary survey, map study, reconnaissance and detailed survey reconnaissance, map study, preliminary survey and detailed survey map study, reconnaissance, preliminary survey and detailed survey 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 also less than co-efficient of lateral friction greater than b/2h and less than co-efficient of lateral friction greater than b/2h and also greater than coefficient 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 less than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction less than b/2h and greater 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 80m 60m zero 64m 80m 60m zero 64m ANSWER DOWNLOAD EXAMIANS APP
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