Highway Engineering Tie bars in cement concrete pavements are at expansion joints contraction joints longitudinal joints warping joints expansion joints contraction joints longitudinal joints warping joints ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.3 0.45 0.1 0.2 0.3 0.45 0.1 0.2 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 greater than b/2h and less than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction less than b/2h and greater 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 also less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering “Dead Slow” is a None of these informatory sign regulatory sign warning sign None of these informatory sign regulatory sign warning sign ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is ruling gradient minimum gradient exceptional gradient limiting gradient ruling gradient minimum gradient exceptional gradient limiting gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tyre pressure influences the total depth of pavement None of these quality of surface course both the above total depth of pavement None of these quality of surface course both the above ANSWER DOWNLOAD EXAMIANS APP
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