CS ADR-DSN.B.200 Stopways

(a)The inclusion of detailed specifications for stopways below is not intended to imply that a stopway has to be provided.

(b)Width of stopways: A stopway should have the same width as the runway with which it is associated.

(c)Slopes on stopways: Slopes and changes in slope on a stopway, and the transition from a runway to a stopway, should comply with the specifications in CS ADR-DSN.B.060 to CS ADR-DSN.B.080 for the runway with which the stopway is associated except that:

(1)the limitation in CS ADR-DSN.B.060(c) of a 0.8 % slope for the first and last quarter of the length of a runway need not be applied to the stopway; and

(2)at the junction of the stopway and runway and along the stopway the maximum rate of slope change may be 0.3 % per 30 m (minimum radius of curvature of 10 000 m) for a runway where the code number is 3 or 4.

(d)Strength of stopways: A stopway should be prepared or constructed so as to be capable, in the event of an abandoned take-off, of supporting the aeroplane which the stopway is intended to serve without inducing structural damage to the aeroplane.

(e)Surface of stopways: The surface of a paved stopway should be so constructed or resurfaced as to provide surface friction characteristics at or above those of the associated runway.

[Issue: ADR-DSN/3]

[Issue: ADR-DSN/6]