Highway Engineering Which of the following is known as design capacity ? practical capacity basic capacity possible capacity theoretical capacity practical capacity basic capacity possible capacity theoretical capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects clearance to be provided under structures such as overbridges, under-bridges etc. width of shoulders and parking facilities width of traffic lanes extra width of pavement and minimum turning radius clearance to be provided under structures such as overbridges, under-bridges etc. width of shoulders and parking facilities width of traffic lanes extra width of pavement and minimum turning radius ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to three times the overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance overtaking sight distance 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 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 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
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