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Airport Engineering

Airport Engineering
The strength of winds is measured with the help of

None of these
Beaufort scale
Wind indicator
Barometers

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Airport Engineering
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are

1.5, 1.5 and 2.0
1.0, 1.5 and 2.0
1.0, 1.5 and 1.5
2.0, 2.0 and 2.0

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Airport Engineering
Pick up the correct abbreviation from the following:

L.O.M. (low powered outer marker)
V.H.F. (very high frequency)
All listed here
L.M.M. (low powered middle marker)

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Airport Engineering
A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is

175 m
140 m
150 m
160 m

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

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

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Airport Engineering
From the end of an instrumental runway, the approach surface rises outwards

1 in 50
1 in 20
1 in 30
1 in 40

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