Q. The coordinates of the ends of a runway are (5000, 5000) and (8000, 7000). The co-ordinates of an other runway are (4600, 5100) and (7000, 5300). The co-ordinates of the A.R.P. are

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Q. 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 metres, the length of the transition curve, is

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Q. The thickness design of the pavement, is decided on the load carried by

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Q. For Class A Air port the difference of reduced levels of higher and lower edges of the conical surface, is

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Q. Beaufort scale is used to determine

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Q. The fuse large includes

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Q. Pick up the correct statement from the following:

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Q. For the taxiways, the following statement is true

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Q. Pick up the correct statement from the following:

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Q. The maximum length and pavement strength of the runway is that of

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Q. According to the International Civil Aviation Organisation (I.C.A.O.), the runway lengths of aerodromes, have been coded by

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Q. Pick up the incorrect statement from the following:

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Q. The depressions and undulations in the pavement, are caused due to

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Q. Pick up the incorrect statement from the following:

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Q. Pick up the correct statement from the following:

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Q. Airport elevation is the reduced level above M.S.L. of

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Q. The reduced level of the proposed site of an air port is 2500 m above M.S.L. If the recommended length by I.C.A.O. for the runway at sea level is 2500 m, the required length of the runway is

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

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Q. If lift off distance of an craft is 2000 m, the clear way at the end of the runway should not be less than

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Q. In instrument landing system

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