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Airport Engineering

Airport Engineering
The length of runway is increased per 300 m rise above M.S.L.

0.05
0.07
0.03
0.04

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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

68
32
44
36

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Airport Engineering
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than

45 m
51 m
30 m
20 m

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Airport Engineering
For determining the basic runway length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is

0.4
0.6
0.75
0.5

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Airport Engineering
The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of another runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are

(5800, 5200)
(8000, 7000)
(6500, 6000)
(61500, 5600)

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Airport Engineering
Which of the following is an example of failure in flexible pavements?

Mud pumping
Shrinkage cracks
Warping cracks
Alligator cracking

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