CEN/TC 256/SC 1/WG 16 - Sleepers and bearers

This document is applicable to Resilient Elements for Floating Slab system (REFS) – Elements used in floating slab and defines the test procedures and their acceptance criteria.
The document covers not only those parameters related to the effectiveness of a track structure in mitigating vibrations, that is, to reduce the emission of vibrations and structure-borne noise, but also the parameters that are needed for the static analysis and for the verification of track safety.
Floating slab track systems in the form of track base plates and track troughs are individual solutions in which there is considerable variation in the engineering design and the types of resilient elements used. For this reason, a floating slab track system is always an individual engineering solution and therefore, it is not possible to define all specific conditions for the resilient elements in the present document.
The most typical types of resilient elements are:
—   Full surface bearings,
—   Strip bearings,
—   Discrete bearings (including the helical steel spring element),
—   Vertical bearings.
This document provides particular information in the following areas:
—   test methods, test arrangements and acceptance criteria,
—   data supplied by the purchaser and by the supplier,
—   definition of general process of design approval tests,
—   definition of routine tests.
This document defines the specific test procedures for REFS:
—   stiffness tests,
—   fatigue tests,
—   severe environmental condition test.
This document also sets out procedures for testing fitness for purpose and provides information on quality monitoring as part of quality assurance procedures. This document does not, however, contain requirements pertaining to the functions of Resilient Element for Floating Slab system. It is the responsibility of the purchaser to define these requirements and to choose the optional tests.
This document is not applicable for fastening system and for booted concrete block and sleeper completed with boots covered by EN 13481 5.

This document is applicable to under ballast mats used in ballasted track and defines the test procedures and their evaluation criteria.
This document provides particular information in the following areas:
-   test methods, test arrangements and evaluation criteria of under ballast mats;
-   data supplied by the purchaser and by the supplier;
-   definition of general process of design approval tests;
-   definition of routine tests.
This document defines the specific test procedures for under ballast mats:
-   stiffness tests;
-   fatigue tests;
-   tests for severe environmental conditions.
This document also sets out procedures for testing fitness for purpose and provides information on quality monitoring as part of quality assurance procedures. This document does not, however, contain requirements pertaining to the functions of under ballast mats. It is the responsibility of the purchaser to define these requirements and to choose the optional tests.

This document provides particular design guidance in the following areas:
-   derivation of characteristic loads and test loads;
-   calculation of characteristic and test bending moments.
The aim of this document is to give guidance for the preparation of all data to be given by the purchaser to the supplier in accordance with Parts 1 to 5 of EN 13230. It applies to gauges 1 000 mm, 1 435 mm, 1 668 mm as well as to all lengths of sleepers and bearers.
This standard gives special criteria for the design of concrete sleepers and bearers as track components. The design methods in the Eurocode do not apply to these concrete elements.
All track parameters to be taken into account for the design of sleepers and bearers are detailed in this standard. Information is given on these parameters so that they can be used as inputs for the design calculation process. It is the responsibility of the purchaser to calculate or determine all track parameters used in this standard.
This standard gives guidance for the design calculation process. It explains how experience and calculation can be combined to use design parameters.
This standard gives examples of numerical data that can be used when applying Clauses 4 to 6 according to the state of the art.

This part of the EN 13230 series defines additional technical criteria and control procedures as well as specific tolerance limits related to manufacturing and testing prestressed bearers for switches and crossings with a maximum length of 8,5 m.
Bearers longer than 8,5 m are considered as special elements and will comply with FprEN 13230 5:2015.

This European Standard is applicable to concrete sleepers or bearers with Under Sleeper Pads (USP) physically bonded to concrete used in ballast track and define the test procedures and their evaluation criteria. This standard provides particular information in the following areas:
-   test methods, test arrangements and evaluation criteria of Under Sleeper Pads;
-   test methods, test arrangements and evaluation criteria of concrete sleepers and bearers with Under Sleeper Pads;
-   data supplied by the purchaser and by the supplier;
-   definition of general process of design approval tests;
-   definition of routine tests.
This standard defines the specific test procedures for design approval tests, routine tests and tests concerning the determination of relevant properties of Under Sleeper Pad with or without concrete sleepers and bearers:
-   fatigue tests;
-   tests of capability for stacked stocking of concrete sleepers or bearers fitted with USP;
-   pull-out test;
-   severe environmental condition test.
This standard also sets out procedures for testing fitness for purpose and provides information on quality monitoring as part of quality assurance procedures. This standard does not, however, contain requirements pertaining to the properties of Under Sleeper Pads. It is the responsibility of the purchaser to define these requirements

This part of the EN 13230 series defines additional technical criteria and control procedures related to the manufacturing and testing of prestressed monoblock sleepers.

This part of the EN 13230 series defines technical criteria and control procedures which need to be satisfied by the constituent materials and the finished concrete sleepers and bearers, i.e.: precast concrete sleepers, twin-block reinforced sleepers, bearers for switches and crossings, and special elements for railway tracks.
The main requirement of concrete sleepers and bearers is the transmission of vertical, lateral and longitudinal loads from the rails to the ballast or other support. In use, they are also exposed to frost damage and to moisture, which can result in detrimental chemical reactions within the sleeper.
In this standard mechanical tests are defined which provide assurance of the capability of sleepers or bearers to resist repetitive loading and provide sufficient durability. In addition, controls are placed on manufacturing processes and tests to ensure that the concrete will not suffer degradation in service through chemical reaction and frost damage.

This part of the EN 13230 series defines additional technical criteria and control procedures for manufacturing and testing special elements.

This part of the EN 13230 series defines technical criteria and control procedures for manufacturing and testing twin-block reinforced concrete sleepers.

This European Standard defines technical criteria and control procedures which are satisfied by hollow sleepers and bearers used in ballasted track with Vignole rails. The hollow sleepers and bearers designed for ballasted track can also be used in ballastless track. In this case, the requirements are defined by the customer.

This European Standard defines wood species, quality requirements, origin, manufacturing conditions, forms, dimensions and tolerances as well as the durability and preservation of wood sleepers and bearers for use in railway tracks. It does not cover specific finishing processes which may be required by the customer. It does not apply to other track timbers.

This document defines technical criteria and control procedures which are satisfied by hollow sleepers and bearers used in ballasted track with Vignole rails. The hollow sleepers and bearers designed for ballasted track can also be used in ballastless track. In this case, the requirements are defined by the customer.

This part of the EN xxxxx series specifies the characteristics of sleepers and bearers made from plastic
or reinforced plastic materials. It applies to sleepers or bearers for railway infrastructure.

This part of the EN xxxxx series defines the technical criteria and control procedures which need to be satisfied by the constituent materials and the finished plastic sleepers and bearers.
The main requirement of plastic sleepers and bearers is transmission of vertical, lateral and longitudinal loads from the rails to the ballast or other support. In use they are also exposed to environmental and chemical impacts, which could be detrimental to sleeper performance.
The tests defined in this standard provide assurance of the capability of sleepers or bearers to resist repetitive loading and provide sufficient durability. In addition, controls are placed on manufacturing processes and tests to ensure that the plastic will not suffer degradation in service through chemical reaction and frost damage.
.

This part of the EN xxxxx series specifies the test methods applicable to plastic sleepers and bearers
with their rail fastening system.

This European Standard defines wood species, quality requirements, origin, manufacturing conditions, forms, dimensions and tolerances as well as the durability and preservation of wood sleepers and bearers for use in railway tracks. It does not cover specific finishing processes which may be required by the customer. It does not apply to other track timbers.

This part of the EN 13230 series defines additional technical criteria and control procedures as well as specific tolerance limits related to manufacturing and testing prestressed bearers for switches and crossings with a maximum length of 8,5 m.
Bearers longer than 8,5 m are considered as special elements and will comply with FprEN 13230 5:2015.

This part of the EN 13230 series defines additional technical criteria and control procedures as well as specific tolerance limits related to manufacturing and testing prestressed bearers for switches and crossings with a maximum length of 8,5 m.
Bearers longer than 8,5 m are considered as special elements and will comply with FprEN 13230 5:2015.

This part of prEN 13230 defines additional technical criteria and control procedures related to the design and manufacture of special elements.

This part of prEN 13230 defines technical criteria and control procedures for designing and manufacturing twin block reinforced concrete sleepers.

This part of EN 13230 defines technical criteria and control procedures which have to be satisfied by the
constituent materials and the finished concrete sleepers and bearers, i.e.: precast concrete sleepers, bearers
for switches and crossings, and special elements for railway tracks.
The main requirement of concrete sleepers and bearers is the transmission of vertical, lateral and longitudinal
loads from the rails to the ballast or other support. In use they are also exposed to frost damage and to
moisture, which can result in detrimental chemical reactions within the sleeper.
In this standard mechanical tests are defined which provide assurance of the capability of sleepers or bearers
to resist repetitive loading and provide sufficient durability. In addition controls are placed on manufacturing
processes and tests to ensure that the concrete will not suffer degradation in service through chemical
reaction and frost damage.

This part of EN 13230 defines additional technical criteria and control procedures related to designing and
manufacturing prestressed monoblock sleepers.

This part of prEN 13230 defines additional technical criteria and control procedures as well as specific tolerance limits related to designing and manufacturing prestressed bearers for switches and crossings with a maximum length of 8,5 m.
Bearers longer than 8,5 m are considered as special elements and shall comply with prEN 13230-5.

This European Standard defines wood species, quality requirements, origin, manufacturing conditions, forms, dimensions and tolerances as well as the durability and preservation of wood sleepers and bearers for use in railway tracks. It does not cover specific finishing processes which may be required by the customer. It does not apply to other track timbers.

TC - Correction of equation in A.6

This part of this European Standard defines technical criteria and control procedures relating to the design and manufacture of twin-block reinforced concrete sleepers.

This part of this European Standard defines additional technical criteria and control procedures related to the design and manufacture of prestressed monobloc sleepers.

This part of this European Standard defines additional technical criteria and control procedures relating to the design and manufacture of special elements.

This European Standard defines technical criteria and control procedures which have to be satisfied by the constituent materials and the finished concrete elements, i.e. : precast concrete sleepers, bearers for switches and crossings, and special bearers for railway tracks.

This part of European Standard defines additional technical criteria and control procedures as well as specific tolerance limits related to designing and manufacturing prestressed bearers for switches and crossings with a maximum length of 5,5 meters.