Airport Engineering Which of the following is an example of failure in flexible pavements? Warping cracks Alligator cracking Mud pumping Shrinkage cracks Warping cracks Alligator cracking Mud pumping Shrinkage cracks 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: A is true but R is false A is false but R is true Both A and R is true but R is not the correct explanation of A Both A and R is true and R is the correct explanation of A A is true but R is false A is false but R is true Both A and R is true but R is not the correct explanation of A Both A and R is true and R is the correct explanation of A ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For the proposed air port, the survey project provides Grading plan Master plan All listed here Topographic plan Grading plan Master plan All listed here Topographic plan ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of 0.001 0.003 0.004 0.002 0.001 0.003 0.004 0.002 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway is increased per 300 m rise above M.S.L. 0.07 0.04 0.05 0.03 0.07 0.04 0.05 0.03 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be. 0.0065 0.0026 0.001 0.0043 0.0065 0.0026 0.001 0.0043 ANSWER DOWNLOAD EXAMIANS APP
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