Airport Engineering Which of the following is an example of failure in flexible pavements? Alligator cracking Shrinkage cracks Warping cracks Mud pumping Alligator cracking Shrinkage cracks Warping cracks Mud pumping ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Assertion A : Airport capacity during IFR conditions is usually less than that during VFR conditions.Reason R: During clear weather condition (VFR), the aircrafts on final approach to runway can be spaced closer during poor visibility conditions.Select your answer based on the coding system given below: Both A and R is true but R is not the correct explanation of A A is true but R is false Both A and R is true and R is the correct explanation of A A is false but R is true Both A and R is true but R is not the correct explanation of A A is true but R is false Both A and R is true and R is the correct explanation of A A is false but R is true ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering Conical surface of the approach area rises outwards 1 in 10 1 in 25 1 in 15 1 in 20 1 in 10 1 in 25 1 in 15 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is 3725 m 2500 m 3250 m 3000 m 3725 m 2500 m 3250 m 3000 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be 4 aircrafts per hour 1 aircraft per hour 2 aircrafts per hour 16 aircrafts per hour 4 aircrafts per hour 1 aircraft per hour 2 aircrafts per hour 16 aircrafts per hour ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from runway end will be 1000 m 1200 m 800 m 1500 m 1000 m 1200 m 800 m 1500 m ANSWER DOWNLOAD EXAMIANS APP
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