Interface between a rigid and flexible structure

Implemented

Rail R

Accident

27.10.1997

C4/1996R/S59

Recommendation

Present relatively important track-gauge variations in the interface of rigid and flexible rail fastenings should not be permitted. In bridge-decks rail fastenings should be more flexible than in the Kerkkolankatu railway bridge (built in 1963), or else the flexibility differences in the interfaces necessarily have to be smaller than in this particular case.

The lateral wear limit values for curved rails in bridges need to be stricter.