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 3000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always more than overtaking sight distance less than overtaking sight distance None of these equal to overtaking sight distance more than overtaking sight distance less than overtaking sight distance None of these equal to overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density and traffic volume both become zero traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value 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 one-fourth on inner side and three-fourth on outer side of the curve fully on the outer side of the curve equally on inner and outer sides of the curve fully on the inner side 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 equally on inner and outer sides of the curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is None of these more than that in tar equal to that in tar less than that in tar None of these more than that in tar equal to that in tar less than that in tar ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS