Highway Engineering The maximum spacing of contraction joints in rigid pavements is 2.5 m 5.5m 3.5 m 4.5 m 2.5 m 5.5m 3.5 m 4.5 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ? mastic asphalt bituminous carpet sheet asphalt bituminous concrete mastic asphalt bituminous carpet sheet asphalt bituminous concrete ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In highway construction, rolling starts from Center and proceed to sides Sides and proceed to center Any of the above One side and proceed to other side Center and proceed to sides Sides and proceed to center Any of the above One side and proceed to other side ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of hill roads, the extra widening is generally provided fully on the inner side of the curve equally on inner and outer sides of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the outer side of the curve fully on the inner side of the curve equally on inner and outer sides of the curve one-fourth on inner side and three-fourth on outer side of the curve fully on the outer side of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver is same for all speeds None of these increases with increase in speed decreases with increase in speed is same for all speeds None of these increases with increase in speed decreases with increase in speed ANSWER DOWNLOAD EXAMIANS APP
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