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Airport Engineering

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

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

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Airport Engineering
To cope up high temperature of 196°C, the taxi ways and aprons are constructed with

Plain concrete
Rubberised tar concrete
All listed here
Asphaltic concrete

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Airport Engineering
The threshold markings are

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

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Airport Engineering
The slope of the obstruction clearance line from the boundary of the heliport should be

0.047222222222222
0.069444444444444
0.043055555555556
0.045138888888889

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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
The engine failure case for determining the basic runway length may require

Only stop way
Either a clearway or a stop-way
Either a clearway or a stop-way or both
Only clearway

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MORE MCQ ON Airport Engineering

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