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Airport Engineering

Airport Engineering
The maximum length and pavement strength of the runway is that of

B 2
A 1
G 7
B 3

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

0.04
0.05
0.07
0.03

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Airport Engineering
Beaufort scale is used to determine

Strength of winds
Height of air-crafts
None of these
Direction of winds

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Airport Engineering
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is

50 m
75 m
100 m
25 m

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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

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

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Airport Engineering
The depressions and undulations in the pavement, are caused due to

Punching effect
All listed here
Impact of heavy wheel loads
Improper compaction of sub-grade

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