ICAO ANNEX 14 - Aerodromes | IR Part 1 Flashcards
Barrette. ____ or ___ aeronautical ground lights closely spaced in a ________ line so that from a distance they appear as a short bar of light.
Barrette. Three or more aeronautical ground lights closely spaced in a transverse line so that from a distance they appear as a short bar of light.
Instrument runway.
One of the following types of runways intended for the operation of aircraft using instrument approach
procedures:
a) Non-precision approach runway. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type A and a visibility not less than ______ m.
b) Precision approach runway, category I. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type B with a decision height (DH) not lower than 60 m (___ ft) and either a visibility not less than ___ m or a runway visual range not less than ___ m.
c) Precision approach runway, category II. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type B with a decision height (DH) lower than 60 m (___ ft) but not lower than 30 m (___ ft) and a runway visual range not less than ___ m.
d) Precision approach runway, category III. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type B to and along the surface of the runway and:
A— intended for operations with a decision height (DH) lower than 30 m (___ ft), or no decision height and a runway visual range not less than ___ m.
B— intended for operations with a decision height (DH) lower than 15 m (__ ft), or no decision height and a runway visual range less than ___ m but not less than __ m.
C— intended for operations with no decision height (DH) and no runway visual range limitations.
Note 1.— Visual aids need not necessarily be matched to the scale of non-visual aids provided. The criterion for the selection of visual aids is the conditions in which operations are intended to be conducted.
Note 2.— Refer to Annex 6 — Operation of Aircraft for instrument approach operation types.
Instrument runway. One of the following types of runways intended for the operation of aircraft using instrument approach
procedures:
a) Non-precision approach runway. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type A and a visibility not less than 1 000 m.
b) Precision approach runway, category I. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type B with a decision height (DH) not lower than 60 m (200 ft) and either a visibility not less than 800 m or a runway visual range not less than 550 m.
c) Precision approach runway, category II. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type B with a decision height (DH) lower than 60 m (200 ft) but not lower than 30 m (100 ft) and a runway visual range not less than 300 m.
d) Precision approach runway, category III. A runway served by visual aids and non-visual aid(s) intended for landing operations following an instrument approach operation type B to and along the surface of the runway and:
A— intended for operations with a decision height (DH) lower than 30 m (100 ft), or no decision height and a runway visual range not less than 175 m.
B— intended for operations with a decision height (DH) lower than 15 m (50 ft), or no decision height and a runway visual range less than 175 m but not less than 50 m.
C— intended for operations with no decision height (DH) and no runway visual range limitations.
Note 1.— Visual aids need not necessarily be matched to the scale of non-visual aids provided. The criterion for the selection of visual aids is the conditions in which operations are intended to be conducted.
Note 2.— Refer to Annex 6 — Operation of Aircraft for instrument approach operation types.
2.2.1 An aerodrome reference point shall be established for an aerodrome.
2.2.2 The aerodrome reference point shall be located near the initial or planned geometric _____ of the aerodrome and
shall normally _____ where first established.
2.2.3 The position of the aerodrome reference point shall be measured and reported to the aeronautical information services authority in degrees, minutes and seconds.
2.2.1 An aerodrome reference point shall be established for an aerodrome.
2.2.2 The aerodrome reference point shall be located near the initial or planned geometric centre of the aerodrome and
shall normally remain where first established.
2.2.3 The position of the aerodrome reference point shall be measured and reported to the aeronautical information services authority in degrees, minutes and seconds.
2.2.1 An aerodrome reference point shall be established for an aerodrome.
2.2.2 The aerodrome reference point shall be located near the initial or planned geometric _____ of the aerodrome and
shall normally _____ where first established.
2.2.3 The position of the aerodrome reference point shall be measured and reported to the aeronautical information services authority in degrees, minutes and seconds.
2.2.1 An aerodrome reference point shall be established for an aerodrome.
2.2.2 The aerodrome reference point shall be located near the initial or planned geometric centre of the aerodrome and
shall normally remain where first established.
2.2.3 The position of the aerodrome reference point shall be measured and reported to the aeronautical information services authority in degrees, minutes and seconds.
2.3.1 The aerodrome elevation and geoid (ground shape) undulation at the aerodrome elevation position shall be measured to the accuracy of ____ metre or foot and reported to the aeronautical information services authority.
2.3.2 For an aerodrome used by international civil aviation for non-precision approaches, the elevation and geoid undulation of each threshold, the elevation of the runway end and any significant high and low intermediate points along the runway shall be measured to the accuracy of ____ metre or foot and reported to the aeronautical information services authority.
2.3.3 For precision approach runway, the elevation and geoid undulation of the threshold, the elevation of the runway end and the highest elevation of the touchdown zone shall be measured to the accuracy of ______ metre or foot and reported to the aeronautical information services authority.
Note.— Geoid undulation must be measured in accordance with the appropriate system of coordinates.
2.3.1 The aerodrome elevation and geoid (ground shape) undulation at the aerodrome elevation position shall be measured to the accuracy of one-half metre or foot and reported to the aeronautical information services authority.
2.3.2 For an aerodrome used by international civil aviation for non-precision approaches, the elevation and geoid undulation of each threshold, the elevation of the runway end and any significant high and low intermediate points along the runway shall be measured to the accuracy of one-half metre or foot and reported to the aeronautical information services authority.
2.3.3 For precision approach runway, the elevation and geoid undulation of the threshold, the elevation of the runway end and the highest elevation of the touchdown zone shall be measured to the accuracy of one-quarter metre or foot and reported to the aeronautical information services authority.
Note.— Geoid undulation must be measured in accordance with the appropriate system of coordinates.
5.2.1.4 Runway markings shall be ____.
Note 1.— It has been found that, on runway surfaces of light colour, the conspicuity of ____ markings can be improved by outlining them in ____.
Note 2.— It is preferable that the risk of uneven friction characteristics on markings be reduced in so far as practicable by the use of a suitable kind of paint.
Note 3.— Markings may consist of solid areas or a series of longitudinal stripes providing an effect equivalent to the solid areas.
5.2.1.4 Runway markings shall be white.
Note 1.— It has been found that, on runway surfaces of light colour, the conspicuity of white markings can be improved by outlining them in black.
Note 2.— It is preferable that the risk of uneven friction characteristics on markings be reduced in so far as practicable by the use of a suitable kind of paint.
Note 3.— Markings may consist of solid areas or a series of longitudinal stripes providing an effect equivalent to the solid areas.
5.2.1.4 Runway markings shall be ____.
Note 1.— It has been found that, on runway surfaces of light colour, the conspicuity of ____ markings can be improved by outlining them in ____.
Note 2.— It is preferable that the risk of uneven friction characteristics on markings be reduced in so far as practicable by the use of a suitable kind of paint.
Note 3.— Markings may consist of solid areas or a series of longitudinal stripes providing an effect equivalent to the solid areas.
5.2.1.4 Runway markings shall be ____.
Note 1.— It has been found that, on runway surfaces of light colour, the conspicuity of white markings can be improved by outlining them in black.
Note 2.— It is preferable that the risk of uneven friction characteristics on markings be reduced in so far as practicable by the use of a suitable kind of paint.
Note 3.— Markings may consist of solid areas or a series of longitudinal stripes providing an effect equivalent to the solid areas.
5.2.1.5 Taxiway markings, runway turn pad markings and aircraft stand markings shall be _____.
5.2.1.5 Taxiway markings, runway turn pad markings and aircraft stand markings shall be yellow.
5.2.1.8 Recommendation.— An unpaved taxiway should be provided, so far as practicable, with the markings prescribed for _____ taxiways.
5.2.1.8 Recommendation.— An unpaved taxiway should be provided, so far as practicable, with the markings prescribed for paved taxiways.
5.2.1.8 Recommendation.— An unpaved taxiway should be provided, so far as practicable, with the markings prescribed for _____ taxiways.
5.2.1.8 Recommendation.— An unpaved taxiway should be provided, so far as practicable, with the markings prescribed for paved taxiways.
5.2.2.4 A runway designation marking shall consist of a two-digit number and on parallel runways shall be supplemented with a letter. On a single runway, dual parallel runways and triple parallel runways the two-digit number shall be the whole number nearest the one-tenth of the magnetic North when viewed from the direction of approach. On four or more parallel runways, one set of adjacent runways shall be numbered to the nearest one-tenth magnetic azimuth and the other set of adjacent runways numbered to the ___ nearest one-tenth of the magnetic azimuth. When the above rule would give a single digit number, it shall be preceded by a ___.
5.2.2.5 In the case of parallel runways, each runway designation number shall be supplemented by a letter as follows, in the order shown from left to right when viewed from the direction of approach: — for two parallel runways: — for three parallel runways: — for four parallel runways: — for five parallel runways: — for six parallel runways:
5.2.2.4 A runway designation marking shall consist of a two-digit number and on parallel runways shall be supplemented with a letter. On a single runway, dual parallel runways and triple parallel runways the two-digit number shall be the whole number nearest the one-tenth of the magnetic North when viewed from the direction of approach. On four or more parallel runways, one set of adjacent runways shall be numbered to the nearest one-tenth magnetic azimuth and the other set of adjacent runways numbered to the next nearest one-tenth of the magnetic azimuth. When the above rule would give a single digit number, it shall be preceded by a zero.
— for two parallel runways: “L” “R”;
— for three parallel runways: “L” “C” “R”;
— for four parallel runways: “L” “R” “L” “R”;
— for five parallel runways: “L” “C” “R” “L” “R” or “L” “R” “L” “C” “R”; and
— for six parallel runways: “L” “C” “R” “L” “C” “R”.
5.2.3.3 A runway centre line marking shall consist of a line of uniformly spaced stripes and gaps. The length of a stripe plus a gap shall be not less than __ m or more than __ m. The length of each stripe shall be at least equal to the length of the __ or __ m, whichever is _____.
5.2.3.4 The width of the stripes shall be not less than:
— 0.__ m on precision approach category II and III runways;
— 0.__ m on non-precision approach runways where the code number is 3 or 4, and precision approach category I runways; and
— 0.__ m on non-precision approach runways where the code number is 1 or 2, and on non-instrument runways.
5.2.3.3 A runway centre line marking shall consist of a line of uniformly spaced stripes and gaps. The length of a stripe plus a gap shall be not less than 50 m or more than 75 m. The length of each stripe shall be at least equal to the length of the gap or 30 m, whichever is greater.
5.2.3.4 The width of the stripes shall be not less than:
— 0.90 m on precision approach category II and III runways;
— 0.45 m on non-precision approach runways where the code number is 3 or 4, and precision approach category I runways; and
— 0.30 m on non-precision approach runways where the code number is 1 or 2, and on non-instrument runways.
5.2.4.4 The stripes of the threshold marking shall commence _ m from the threshold.
5.2.4.4 The stripes of the threshold marking shall commence 6 m from the threshold.
An aiming point marking shall consist of __ conspicuous stripes. The dimensions of the stripes and the lateral spacing between their inner sides shall be in accordance with the provisions of the appropriate column of Table 5-1. Where a touchdown zone marking is provided, the lateral spacing between the markings shall be the ____ as that of the touchdown zone marking.
An aiming point marking shall consist of two conspicuous stripes. The dimensions of the stripes and the lateral spacing between their inner sides shall be in accordance with the provisions of the appropriate column of Table 5-1. Where a touchdown zone marking is provided, the lateral spacing between the markings shall be the same as that of the touchdown zone marking.
- 2.5.3 The aiming point marking shall commence no closer to the threshold than the distance indicated in the appropriate column of Table 5-1, except that, on a runway equipped with a visual approach slope indicator system, the beginning of the marking shall be ________ with the visual approach slope origin.
- 2.5.4 An aiming point marking shall consist of ___ conspicuous stripes. The dimensions of the stripes and the lateral spacing between their inner sides shall be in accordance with the provisions of the appropriate column of Table 5-1. Where a touchdown zone marking is provided, the lateral spacing between the markings shall be the same as that of the touchdown zone marking.
Table 5-1:
LDA and Threshold to beginning of marking:
Less than 800 m -
800m up to but not including 1200m -
1200m up to but not including 2400m -
2400m or more -
- 2.5.3 The aiming point marking shall commence no closer to the threshold than the distance indicated in the appropriate column of Table 5-1, except that, on a runway equipped with a visual approach slope indicator system, the beginning of the marking shall be coincident with the visual approach slope origin.
- 2.5.4 An aiming point marking shall consist of two conspicuous stripes. The dimensions of the stripes and the lateral spacing between their inner sides shall be in accordance with the provisions of the appropriate column of Table 5-1. Where a touchdown zone marking is provided, the lateral spacing between the markings shall be the same as that of the touchdown zone marking.
Table 5-1:
LDA and Threshold to beginning of marking:
Less than 800 m - 150m
800m up to but not including 1200m - 250m
1200m up to but not including 2400m - 300m
2400m or more - 400m