Highway Engineering Desire lines are plotted in traffic volume studies speed studies accident studies origin and destination studies traffic volume studies speed studies accident studies origin and destination studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always less than overtaking sight distance more than overtaking sight distance None of these equal to overtaking sight distance less than overtaking sight distance more than overtaking sight distance None of these equal to overtaking sight distance 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 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The absolute minimum radius of curve for safe operation for a speed of 110 kmph is 577 m 440 m 220 m 110 m 577 m 440 m 220 m 110 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Rigidity factor for a tyre pressure greater than 7 kg/cm² is greater than 1 less than 1 zero equal to 1 greater than 1 less than 1 zero equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is 1000 vehicles per hour 2500 vehicles per day 2500 vehicles per hour 2000 vehicles per hour 1000 vehicles per hour 2500 vehicles per day 2500 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS