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Airport Engineering

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

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

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

0.046527777777778
0.05
0.045138888888889
0.048611111111111

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

Master plan
Topographic plan
Grading plan
All listed here

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Airport Engineering
The threshold markings are

Placed symmetrically on either side of the runway centre line
1 m clear space between adjacent
4 m wide
All listed here

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

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

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

Shrinkage cracks
Warping cracks
Alligator cracking
Mud pumping

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