Airport Engineering Which of the following is an example of failure in flexible pavements? Alligator cracking Warping cracks Shrinkage cracks Mud pumping Alligator cracking Warping cracks Shrinkage cracks Mud pumping ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of runway under standard conditions is 2000 m. The elevation of airport site is 300 m. Its reference temperature is 33.05°C. If the runway is to be constructed with an effective gradient of 0.25 percent, the corrected runway length will be 2600 m 2800 m 2700 m 2500 m 2600 m 2800 m 2700 m 2500 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering In an airport, if 4 groups of 5 gates each located well separated are considered for traffic and the future to present traffic ratio is 3, then the total requirement of future gates will be 44 68 36 32 44 68 36 32 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The runway length after correcting for elevation and temperature is 2845 m. If the effective gradient on runway is 0.5 percent then the revised runway length will be 2845 m 2910 m 3030 m 3130 m 2845 m 2910 m 3030 m 3130 m 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 3250 m 3000 m 2500 m 3725 m 3250 m 3000 m 2500 m 3725 m 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
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