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 2000 vehicles per hour 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a right angled road intersection with two way traffic, the total number of conflict points is 6 18 24 11 6 18 24 11 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Desire lines are plotted in traffic volume studies accident studies speed studies origin and destination studies traffic volume studies accident studies speed studies origin and destination studies ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Number of cotters used in CST-9 sleepers is 4 5 3 2 4 5 3 2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum number of vehicles can be parked with 90° angle parking 45° angle parking 30° angle parking parallel parking 90° angle parking 45° angle parking 30° angle parking parallel parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as wearing course base course subgrade sub-base course wearing course base course subgrade sub-base course ANSWER DOWNLOAD EXAMIANS APP
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