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EVS-EN 13803-2:2006+A1:2010

Railway applications - Track - Track alignment design parameters - Track gauges 1435 mm and wider - Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature

General information

Withdrawn from 16.05.2017
Base Documents
EN 13803-2:2006+A1:2009

Although the standard’s status is withdrawn, it still has the presumption of conformity in the meaning of regulation 2016/797 and conformance with the regulation ’s requirements can be guaranteed by using the withdrawn version of the standard. The presumption of conformity is valid until a corresponding amendment is published in the Official Journal of the European Union.
 
To view the latest lists of harmonised standards published in the Official Journal of the European Union, visit: 
http://ec.europa.eu/growth/single-market/european-standards/harmonised-standards/

Standard history

Status
Date
Type
Name
16.05.2017
Main
03.02.2010
Main + amendment
06.09.2007
Corrigendum
EVS-EN 13803-2:2007/AC:2007
Main
EVS-EN 13803-2:2007
This European Standard specifies the rules and values for the track alignment design parameters used to determine the maximum operating speeds over tracks with abrupt changes in curvature and, consequently, abrupt changes of cant deficiency. Such conditions occur in the following situations: -  in the diverging tracks in switch and crossing layouts; -  when it is not practical to design an alignment with transition curves; -  if the length of a transition curve is less than the minimum required for plain line track. Engineering requirements specific to the mechanical behaviour of switch and crossing components and subsystems are to be found in the relevant standards. This European Standard presupposes that the homologation of the operating vehicles will be valid and specified for conditions corresponding to the limiting values specified in this European Standard.

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