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Airport Engineering

Airport Engineering
For the proposed air port, the survey project provides

Master plan
Topographic plan
All listed here
Grading plan

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Airport Engineering
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept

1 in 6
1 in 5
1 in 7
1 in 4

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Airport Engineering
The slope of the transitional surface for A, B and C type of runway shall be

0.045138888888889
0.05
0.046527777777778
0.048611111111111

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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

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

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

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

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Airport Engineering
The thickness design of the pavement, is decided on the load carried by

Main gears
Nose wheel
All listed here
Tail wheel

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