Highway Engineering Normally maximum cant permissible in Meter Gauge is 90 mm 140 mm 165 mm 75 mm 90 mm 140 mm 165 mm 75 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 40 kmph 50 kmph 30 kmph 20 kmph 40 kmph 50 kmph 30 kmph 20 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the design of super elevation for mixed traffic conditions, the speed is reduced by 25% 75% 20% 15% 25% 75% 20% 15% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by 20 kmph 12kmph 8 kmph 16kmph 20 kmph 12kmph 8 kmph 16kmph 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 RC-2, MC-2 and SC-2 correspond to None of these viscosity in increasing order from RC-2 to SC-2 same viscosity viscosity in decreasing order from RC-2 to SC-2 None of these viscosity in increasing order from RC-2 to SC-2 same viscosity viscosity in decreasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
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