Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1600/R 1850/R 1700/R 1750/R 1600/R 1850/R 1700/R 1750/R 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 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the design of super elevation for mixed traffic conditions, the speed is reduced by 75% 15% 25% 20% 75% 15% 25% 20% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The diagram which shows all important physical conditions of an accident location like roadway limits, bridges, trees and all details of roadway conditions is known as condition diagram pie chart collision diagram spot maps condition diagram pie chart collision diagram spot maps ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum thickness of expansion joint in rigid pavements is 25 mm 10 mm 50 mm 100 mm 25 mm 10 mm 50 mm 100 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at expansion joints warping joints contraction joints longitudinal joints expansion joints warping joints contraction joints longitudinal joints ANSWER DOWNLOAD EXAMIANS APP
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