ED Decision 2022/006/R
(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 CSÂ ADR-DSN.B.060 to CSÂ ADR-DSN.B.080 for the runway with which the stopway is associated except that:
(1) the limitation in CSÂ ADR-DSN.B.060(c) of a 0.8Â % 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 0.3Â % per 30Â m (minimum radius of curvature of 10Â 000Â 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]
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