Applicable standards in HS Infrastructure subsystem TSI (2008/217/EC)

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Applicable standards in HS Infrastructure subsystem TSI (2008/217/EC) ERA 1.0 Page 1/8

Standards or other documents referred to in the HS infrastructure TSI (and therefore mandatory) TSI Sections Characteristics Mandatory standards or other documents 4.2.9 4.2.9.2 Equivalent conicity Design values. pren 13715.- Railway applications Wheelsets and bogies Wheels Tread profile EN 15302:2006 - Railway applications - Method for determining the equivalent conicity 4.2.13 4.2.13.1 c).1.2.3.4 Track Resistance Lines of category 1 Longitudinal forces due to interaction between structures and track Vertical loads Dynamic analysis Centrifugal forces Nosing forces Part 2: Traffic loads on bridges - clause 6.5.4 Part 2: Traffic loads on bridges - paragraphs 6.3.2 (2), 6.3.3 (3); paragraphs 6.3.2 (3) and 6.3.3 (5) ; paragraphs 6.4.3 (1) and 6.4.5.2 (2) EN 1990: 2002/ - annex A2 Part 2: Traffic loads on bridges - section 6.4.4; paragraphs 6.4.6.1.1 (3), (4), (5) and (6); paragraph 6.4.6.2 (1) ; paragraph 6.4.6.5 (3) EN 1990: 2002/ annex A2 Part 2: Traffic loads on bridges - paragraph 6.5.1 (4) Part 2: Traffic loads on bridges - paragraphs 6.5.2 (2) and (3). ERA 1.0 Page 2/8

.5 Actions due to traction and braking (Longitudinal loads) Part 2: Traffic loads on bridges - paragraphs 6.5.3 (2), (4), (5) and (6) ; paragraph 6.5.3 (6)..6 Longitudinal forces due to interaction between structures and track Part 2: Traffic loads on bridges -clause 6.5.4..7 Aerodynamic actions from passing trains on line side structures Part 2: Traffic loads on bridges -section 6.6..8 5.3.1 Application of the requirements of EN 1991-2:2003 The rail Part 2: Traffic loads on bridges + national application documents EN13674-1:2003 Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above Annex A 5.3.1.1 Railhead profile a) Plain line 5.3.1 5.3.1.1 The rail Railhead profile EN13674-2: 2003- Railway applications - Track - Rail - Part 2: switch and crossing rails used in conjunction with flat-bottom symmetrical railway rails 46 kg/m and above Annex A. b) 5.3.1 5.3.1.3 The rail Steel grade EN13674-1:2003 Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above Chapter 5 a) Plain line ERA 1.0 Page 3/8

5.3.1 5.3.1.3 The rail Steel grade EN13674-2:2003Railway applications - Track - Rail - Part 2: switch and crossing rails used in conjunction with flat-bottom symmetrical railway rails 46 kg/m and above Chapter 5 b) 5.3.2 a) Minimum Resistance to rail longitudinal slip EN 13481-2:2002 - Railway applications Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers b) Resistance to repeated loading EN 13481-2:2002 - Railway applications Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers d) Minimum electric resistance EN 13146-5- Railway applications Track Test methods for fastening systems Part 5: Determination of electrical resistance 6.2.5 6.2.5.2 6.2.6 6.2.6.2 Technical solutions given presumption of conformity at design phase Assessment of equivalent conicity Particular requirements for conformity assessment Assessment of minimum value of mean track gauge EN 13674-1: 2003Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above rail sections 60 E 1 and 60 E 2 EN 13848-1:2003 - Railway applications/track - Track geometry quality - Part1: Characterization of track geometry- section 4.2.2 ERA 1.0 Page 4/8

Standards or other documents not referred to in the HS infrastructure TSI (and therefore voluntary) TSI Sections Characteristics Relevant standards or other documents 5.3.1.2 Design linear mass EN13674-1:2003+A1:2007 Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above EN13674-2:2006 Railway applications - Track - Rail - Part 2: switch and crossing rails used in conjunction with flatbottom symmetrical railway rails 46 kg/m and above. a) b) Minimum resistance to rail longitudinal slip Resistance to repeated loading EN13146-1: 2002 - Railway applications - Track - Test Methods for Fastening Systems - Part 1: Determination of longitudinal rail restraint EN13146-4: 2002+ A1: 2006 - Railway applications - Track - Test Methods for Fastening Systems - Part 4: Effect of repeated loading c) Dynamic stiffness of the rail pad on concrete sleepers EN13481-2:2002 +A1: 2006 Railway applications Track - Performance requirements for fastening systems - Part 2: Fastening systems for concrete sleepers 5.3.3 Mass and dimensions EN13230-1:2002 - Railway applications - Track - Concrete bearers and sleepers - Part 1: General Requirements 4.2.2 Nominal track gauge/ 4.2.6 Minimum radius of curvature 4.2.7 Track cant (Revision under process published next year) EN13848-1: 2003 Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry (+ Amdt A1/2008) EN 13803-1: 2006 - Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry EN 13803-2: 2006+ AC2007 - Railway applications - Track ENV 13803-1: 2002 - Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry ERA 1.0 Page 5/8

EN 13803-2:2006 + AC 2007- Railway applications - Track EN 14363: 2005 Railway application Testing for the acceptance of running characteristics of railway vehicles Testing of running behaviour and stationary tests 4.2.8 Cant deficiency. 4.2.9.2 Equivalent Conicity ENV 13803-1: 2002- Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry EN 13803-2:2006/ AC 2007 - Railway applications - Track EN 14363: 2005 Railway application Testing for the acceptance of running characteristics of railway vehicles Testing of running behaviour and stationary tests EN 15302: 2008. - Railway applications Method for determining the equivalent conicity 4.2.9.3. Design values In service values EN13848-1: 2003+A1 2008 Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry 4.2.9.3.1 Minimum values of mean track gauge 4.2.10 Track geometrical quality and limits on isolated defects 4.2.12 4.2.12 EN13848-5: 2008 Railway applications - Track - Track geometry quality Part 5: Geometric quality levels EN13848-1: 2003/ A1 2008 Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry EN13848-5: 2008/ Railway applications - Track - Track geometry quality Part 5: Geometric quality levels EN 13232-2:2003 - Railway applications Track Switches and crossings Part 2: Requirements for geometric design EN 13232-9:2006 - Railway applications Track Switches and crossings Part 9: Layouts EN 13803-2:2006/ AC 2007 - Railway applications - Track EN 13232-4: 2005/ - Railway applications Track Part 4: Actuation locking an detection 4.2.12.1 Means of detection and locking ERA 1.0 Page 6/8

4.2.12 4.2.12.2 4.2.12 4.2.12.3 4.2.13 Use of swing nose Geometrical characteristics Track resistance pren13232-7:2006/ - Railway applications - Track - - Part 7: Crossings with movable parts EN 13232-2:2003 - Railway applications Track Switches and crossings Part 2: Requirements for geometric design EN 13232-4:2005/ - Railway applications Track Switches and crossings Part 4: Actuation locking an detection EN13232-5: 2005 - Railway applications - Track - Switches and crossings - Part 5: Switches EN13232-6:2005/ - Railway applications - Track - Switches and crossings - Part 6: Fixed common and obtuse crossings EN 13232-7:2006/ - Railway applications - Track - Switches and crossings - Part 7: Crossings with movable parts EN 13232-9:2006 - Railway applications Track Switches and crossings Part 9: Layouts prenv 13803-1:2002 - Railway applications - Track Part 1: Characterisation of track geometry EN 13803-2:2006/AC 2007 - Railway applications - Track EN 14363: 2005 Railway application Testing for the acceptance of running characteristics of railway vehicles Testing of running behaviour and stationary tests 4.2.16 Maximum pressure variations in tunnels EN14067-5:2005/ - Railway applications - Aerodynamics - Part 5: Requirements and test procedures for aerodynamics in tunnel 4.2.17 Effect of crosswinds 4.4.3 4.5 Protection of workers against aerodynamic effects pren 14067-6: 2006- Railway applications - Aerodynamics - Part 6: Cross wind effects on railway operation (In preparation in TC 256 WG6) EN14067-4:2005/prA1 2008 - Railway applications - Aerodynamics - Part 4: Requirements and test procedures for aerodynamics on open track Maintenance rules EN13848-1: 2003/AC2007 Railway applications - Track - Track geometry quality Part 1:Characterisation of track geometry EN 13232-9:2006 - Railway applications Track Switches and crossings Part 9: Layouts ENV 13803-1:2002 - Railway applications - Track alignment design parameters Track gauges 1435 and wider - Part 1: Characterisation of track geometry ERA 1.0 Page 7/8

EN 13803-2:2006 /AC 2007 - Railway applications - Track ERA 1.0 Page 8/8