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Abstract:	Über die Errichtung einer 500 m langen Brückenkonstruktion mit Einzelspannweiten von 25 m, welche die vorhandene Bahnstrecke in einem sehr spitzen Winkel überquert. In den Überschneidungsbereichen wurden die Brückenträger (Kastenquerschnitt) auserhalb der Trasse betoniert und anschliessend eingeschoben.
Source:	Beton- und Stahlbetonbau 86 (1991), No. 7
Page/s:	159-161
Language of Publication:	German

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