Highway Engineering The rail is designated by its weight per unit length length cross-section weight weight per unit length length cross-section weight ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of road should be approximately equal to two times the longitudinal gradient three times the longitudinal gradient half the longitudinal gradient longitudinal gradient two times the longitudinal gradient three times the longitudinal gradient half the longitudinal gradient longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for peak hourly volume of the year thirtieth highest hourly volume annual average daily traffic annual average hourly volume peak hourly volume of the year thirtieth highest hourly volume annual average daily traffic annual average hourly volume ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 2.0 1.0 0.5 10 2.0 1.0 0.5 10 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a right angled road intersection with two way traffic, the total number of conflict points is 11 18 24 6 11 18 24 6 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 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP