Commission Regulation (EU) No 1299/2014 of 18 November 2014 on the technical spec... (32014R1299)
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Commission Regulation (EU) No 1299/2014 of 18 November 2014 on the technical specifications for interoperability relating to the ‘infrastructure’ subsystem of the rail system in the European Union Text with EEA relevance
- COMMISSION REGULATION (EU) No 1299/2014
- of 18 November 2014
- on the technical specifications for interoperability relating to the ‘infrastructure’ subsystem of the rail system in the European Union
- (Text with EEA relevance)
- Article 1
- Subject matter
- Article 2
- Scope
- Article 3
- Open points
- Article 4
- Specific cases
- Article 5
- Notification of bilateral agreements
- Article 6
- Projects at an advanced stage of development
- Article 7
- ‘EC’ certificate of verification
- Article 8
- Conformity assessment
- Article 9
- Implementation
- Article 10
- Innovative solutions
- Article 11
- Repeal
- Article 12
- Entry into force
- ANNEX
- 1. INTRODUCTION
- 1.1.
- Technical Scope
- 1.2.
- Geographical Scope
- 1.3.
- Content of this TSI
- 2. DEFINITION AND SCOPE OF SUBSYSTEM
- 2.1.
- Definition of the infrastructure subsystem
- 2.2.
- Interfaces of this TSI with other TSIs
- 2.3.
- Interfaces of this TSI with the Persons with Reduced Mobility TSI
- 2.4.
- Interfaces of this TSI with the Safety in Railway Tunnels TSI
- 2.5.
- Relation to the safety management system
- 3. ESSENTIAL REQUIREMENTS
- 4. DESCRIPTION OF THE INFRASTRUCTURE SUBSYSTEM
- 4.1.
- Introduction
- 4.2.
- Functional and technical specifications of subsystem
- 4.2.1.
- TSI Categories of Line
- 4.2.2.
- Basic parameters characterising the infrastructure subsystem
- 4.2.2.1.
- List of Basic Parameters
- 4.2.2.2.
- Requirements for Basic Parameters
- 4.2.3.
- Line layout
- 4.2.3.1.
- Structure gauge
- 4.2.3.2.
- Distance between track centres
- 4.2.3.3.
- Maximum gradients
- 4.2.3.4.
- Minimum radius of horizontal curve
- 4.2.3.5.
- Minimum radius of vertical curve
- 4.2.4.
- Track parameters
- 4.2.4.1.
- Nominal track gauge
- 4.2.4.2.
- Cant
- 4.2.4.3.
- Cant deficiency
- 4.2.4.4.
- Abrupt change of cant deficiency
- 4.2.4.5.
- Equivalent conicity
- 4.2.4.6.
- Railhead profile for plain line
- Figure 1
- Railhead profile
- 4.2.4.7.
- Rail inclination
- 4.2.4.7.1. Plain line
- 4.2.4.7.2. Requirements for switches and crossings
- 4.2.5.
- Switches and crossings
- 4.2.5.1.
- Design geometry of switches and crossings
- 4.2.5.2.
- Use of swing nose crossing
- 4.2.5.3.
- Maximum unguided length of fixed obtuse crossings
- 4.2.6.
- Track resistance to applied loads
- 4.2.6.1.
- Track resistance to vertical loads
- 4.2.6.2.
- Longitudinal track resistance
- 4.2.6.2.1. Design forces
- 4.2.6.2.2. Compatibility with braking systems
- 4.2.6.3.
- Lateral track resistance
- 4.2.7.
- Structures resistance to traffic loads
- 4.2.7.1.
- Resistance of new bridges to traffic loads
- 4.2.7.1.1. Vertical loads
- 4.2.7.1.2. Allowance for dynamic effects of vertical loads
- 4.2.7.1.3. Centrifugal forces
- 4.2.7.1.4. Nosing forces
- 4.2.7.1.5. Actions due to traction and braking (longitudinal loads)
- 4.2.7.1.6. Design track twist due to rail traffic actions
- 4.2.7.2.
- Equivalent vertical loading for new earthworks and earth pressure effects
- 4.2.7.3.
- Resistance of new structures over or adjacent to tracks
- 4.2.7.4.
- Resistance of existing bridges and earthworks to traffic loads
- 4.2.8.
- Immediate action limits on track geometry defects
- 4.2.8.1.
- The immediate action limit for alignment
- 4.2.8.2.
- The immediate action limit for longitudinal level
- 4.2.8.3.
- The immediate action limit for track twist
- 4.2.8.4.
- The immediate action limit of track gauge as an isolated defect
- 4.2.8.5.
- The immediate action limit for cant
- 4.2.8.6.
- The immediate action limits for switches and crossings
- Figure 2
- Point retraction in fixed common crossings
- 4.2.9.
- Platforms
- 4.2.9.1.
- Usable length of platforms
- 4.2.9.2.
- Platform height
- 4.2.9.3.
- Platform offset
- 4.2.9.4.
- Track layout alongside platforms
- 4.2.10.
- Health, safety and environment
- 4.2.10.1.
- Maximum pressure variations in tunnels
- 4.2.10.2.
- Effect of crosswinds
- 4.2.10.3.
- Ballast pick-up
- 4.2.11.
- Provision for operation
- 4.2.11.1.
- Location markers
- 4.2.11.2.
- Equivalent conicity in service
- 4.2.12.
- Fixed installations for servicing trains
- 4.2.12.1.
- General
- 4.2.12.2.
- Toilet discharge
- 4.2.12.3.
- Train external cleaning facilities
- 4.2.12.4.
- Water restocking
- 4.2.12.5.
- Refuelling
- 4.2.12.6.
- Electrical shore supply
- 4.3.
- Functional and technical specification of the interfaces
- 4.3.1.
- Interfaces with the rolling stock subsystem
- 4.3.2.
- Interfaces with the energy subsystem
- 4.3.3.
- Interfaces with the control command and signalling subsystem
- 4.3.4.
- Interfaces with the operation and traffic management subsystem
- 4.4.
- Operating rules
- 4.5.
- Maintenance rules
- 4.5.1.
- Maintenance file
- 4.5.2.
- Maintenance plan
- 4.6.
- Professional qualifications
- 4.7.
- Health and safety conditions
- 5. INTEROPERABILITY CONSTITUENTS
- 5.1.
- Basis on which interoperability constituents have been selected
- 5.2.
- List of constituents
- 5.3.
- Constituents performances and specifications
- 5.3.1.
- The rail
- 5.3.1.1.
- Railhead profile
- 5.3.1.2.
- Rail steel
- 5.3.2.
- The rail fastening systems
- 5.3.3.
- Track sleepers
- 6. ASSESSMENT OF CONFORMITY OF INTEROPERABILITY CONSTITUENTS AND EC VERIFICATION OF THE SUBSYSTEMS
- 6.1.
- Interoperability Constituents
- 6.1.1.
- Conformity assessment procedures
- 6.1.2.
- Application of modules
- 6.1.3.
- Innovative solutions for interoperability constituents
- 6.1.4.
- EC declaration of conformity for interoperability constituents
- 6.1.4.1.
- Interoperability constituents subject to other European Union Directives
- 6.1.4.2.
- EC declaration of conformity for rails
- 6.1.4.3.
- EC declaration of conformity for rail fastening systems
- 6.1.4.4.
- EC declaration of conformity for track sleepers
- 6.1.5.
- Particular assessment procedures for interoperability constituents
- 6.1.5.1.
- Assessment of rails
- 6.1.5.2.
- Assessment of sleepers
- 6.2.
- Infrastructure subsystem
- 6.2.1.
- General provisions
- 6.2.2.
- Application of modules
- 6.2.2.1.
- Application of module SG
- 6.2.2.2.
- Application of module SH1
- 6.2.3.
- Innovative solutions
- 6.2.4.
- Particular assessment procedures for infrastructure subsystem
- 6.2.4.1.
- Assessment of Structure gauge
- 6.2.4.2.
- Assessment of distance between track centres
- 6.2.4.3.
- Assessment of nominal track gauge
- 6.2.4.4.
- Assessment of track layout
- 6.2.4.5.
- Assessment of cant deficiency for trains designed to travel with higher cant deficiency
- 6.2.4.6.
- Assessment of design values for equivalent conicity
- 6.2.4.7.
- Assessment of railhead profile
- 6.2.4.8.
- Assessment of switches and crossings
- 6.2.4.9.
- Assessment of new structures, earthworks and earth pressure effects
- 6.2.4.10.
- Assessment of existing structures
- 6.2.4.11.
- Assessment of platform offset
- 6.2.4.12.
- Assessment of maximum pressure variations in tunnels
- 6.2.4.13.
- Assessment of effect of crosswinds
- 6.2.4.14.
- Assessment of fixed installations for servicing trains
- 6.2.5.
- Technical solutions giving presumption of conformity at design stage
- 6.2.5.1.
- Assessment of track resistance for plain line
- 6.2.5.2.
- Assessment for switches and crossing
- 6.3.
- EC Verification when speed is used as a migration criterion
- 6.4.
- Assessment of maintenance file
- 6.5.
- Subsystems containing Interoperability constituents not holding an EC declaration
- 6.5.1.
- Conditions
- 6.5.2.
- Documentation
- 6.5.3.
- Maintenance of the subsystems certified according to 6.5.1.
- 6.6.
- Subsystem containing serviceable interoperability constituents that are suitable for reuse
- 6.6.1.
- Conditions
- 6.6.2.
- Documentation
- 6.6.3.
- Use of serviceable interoperability constituents in maintenance
- 7. IMPLEMENTATION OF THE INFRASTRUCTURE TSI
- 7.1.
- Application of this TSI to railway lines
- 7.2.
- Application of this TSI to new railway lines
- 7.3.
- Application of this TSI to existing railway lines
- 7.3.1.
- Upgrading of a line
- 7.3.2.
- Renewal of a line
- 7.3.3.
- Substitution in the framework of maintenance
- 7.3.4.
- Existing lines that are not subject to a renewal or upgrading project
- 7.4.
- Application of this TSI to existing platforms
- 7.5.
- Speed as an implementation criterion
- 7.6.
- Ascertain Compatibility of infrastructure and rolling stock after authorisation of rolling stock
- 7.7.
- Specific cases
- 7.7.1.
- Particular features on the Austrian network
- 7.7.1.1.
- Platform height (4.2.9.2)
- P cases
- 7.7.2.
- Particular features on the Belgian network
- 7.7.2.1.
- Platform offset (4.2.9.3)
- P cases
- 7.7.3.
- Particular features on the Bulgarian network
- 7.7.3.1.
- Platform height (4.2.9.2)
- P cases
- 7.7.3.2.
- Platform offset (4.2.9.3)
- P cases
- 7.7.4.
- Particular features on the Danish network
- 7.7.4.1.
- Platform height (4.2.9.2)
- P cases
- 7.7.5.
- Particular features on the Estonian network
- 7.7.5.1.
- Nominal track gauge (4.2.4.1)
- P cases
- 7.7.5.2.
- Resistance of new bridges to traffic loads (4.2.7.1)
- P cases
- 7.7.5.3.
- The immediate action limit for switches and crossing (4.2.8.6)
- P cases
- 7.7.6.
- Particular features on the Finnish network
- 7.7.6.1.
- TSI Categories of line (4.2.1)
- P cases
- 7.7.6.2.
- Structure gauge (4.2.3.1)
- P cases
- 7.7.6.3.
- Distance between track centres (4.2.3.2)
- P cases
- 7.7.6.4.
- Minimum radius of horizontal curve (4.2.3.4)
- P cases
- 7.7.6.5.
- Nominal track gauge (4.2.4.1)
- P cases
- 7.7.6.6.
- Cant (4.2.4.2)
- P cases
- 7.7.6.7.
- Maximum unguided length of fixed obtuse crossings (4.2.5.3)
- P cases
- 7.7.6.8.
- The immediate action limit of track gauge as an isolated defect (4.2.8.4)
- P cases
- 7.7.6.9.
- The immediate action limit of cant (4.2.8.5)
- P cases
- 7.7.6.10.
- The immediate action limits for switches and crossings (4.2.8.6)
- P cases
- 7.7.6.11.
- Platform offset (4.2.9.3)
- P cases
- 7.7.6.12.
- Train external cleaning facilities (4.2.12.3)
- P cases
- 7.7.6.13.
- Assessment of structure gauge (6.2.4.1)
- P cases
- 7.7.7.
- Particular features on the French network
- 7.7.7.1.
- Platform height (4.2.9.2)
- P cases
- 7.7.8.
- Particular features on the German network
- 7.7.8.1.
- Platform height (4.2.9.3)
- P cases
- 7.7.9.
- Particular features on the Hellenic network
- 7.7.9.1.
- Platform height (4.2.9.2)
- P cases
- 7.7.10.
- Particular features on the Italian network
- 7.7.10.1.
- Platform offset (4.2.9.3)
- P cases
- 7.7.10.2.
- Equivalent conicity (4.2.4.5)
- P cases
- 7.7.10.3.
- Equivalent conicity in service (4.2.11.2)
- P cases
- 7.7.11.
- Particular features on the Latvian network
- 7.7.11.1.
- Resistance of new bridges to traffic loads — vertical loads (4.2.7.1.1)
- P cases
- 7.7.12.
- Particular features on the Polish network
- 7.7.12.1.
- TSI Categories of line (4.2.1)
- P cases
- 7.7.12.2.
- Distance between track centres (4.2.3.2)
- P cases
- 7.7.12.3.
- Minimum radius of horizontal curve (4.2.3.4)
- P cases
- 7.7.12.4.
- Minimum radius of vertical curve (4.2.3.5)
- P cases
- 7.7.12.5.
- Cant deficiency (4.2.4.3)
- P cases
- 7.7.12.6.
- Abrupt change of cant deficiency (4.2.4.4)
- P cases
- 7.7.12.7.
- The immediate action limit for track twist (4.2.8.3)
- P cases
- 7.7.12.8.
- The immediate action limit of track gauge as an isolated defect (4.2.8.4)
- P cases
- 7.7.12.9.
- The immediate action limits for switches and crossings (4.2.8.6)
- P cases
- 7.7.12.10.
- Platform height (4.2.9.2)
- P cases
- 7.7.12.11.
- Equivalent conicity in service (4.2.11.2)
- T cases
- 7.7.12.12.
- Track sleepers (5.3.3)
- P cases
- 7.7.13.
- Particular features on the Portuguese network
- 7.7.13.1.
- Structure gauge (4.2.3.1)
- P cases
- 7.7.13.2.
- Distance between track centres (4.2.3.2)
- P cases
- 7.7.13.3.
- The immediate action limit of track gauge as an isolated defect (4.2.8.4)
- P cases
- 7.7.13.4.
- The immediate action limit for switches and crossings (4.2.8.6)
- P cases
- 7.7.13.5.
- Platform height (4.2.9.2)
- P cases
- 7.7.13.6.
- Platform offset (4.2.9.3)
- P cases
- 7.7.13.7.
- Assessment of structure gauge (6.2.4.1)
- P cases
- 7.7.13.8.
- Assessment of maximum pressure variations in tunnels (6.2.4.12)
- P cases
- 7.7.14.
- Particular features on the Ireland network
- 7.7.14.1.
- Structure gauge (4.2.3.1)
- P cases
- 7.7.14.2.
- Distance between track centres (4.2.3.2)
- P cases
- 7.7.14.3.
- Assessment of structure gauge (6.2.4.1)
- P cases
- 7.7.15.
- Particular features on the Spanish network
- 7.7.15.1.
- Structure gauge (4.2.3.1)
- P cases
- 7.7.15.2.
- Distance between track centres (4.2.3.2)
- P cases
- 7.7.15.3.
- Design track twist due to rail traffic actions (4.2.7.1.6)
- P cases
- 7.7.15.4.
- The immediate action limit of track gauge as an isolated defect (4.2.8.4)
- P cases
- 7.7.15.5.
- The immediate action limits for switches and crossings (4.2.8.6)
- P cases
- 7.7.15.6.
- Platform height (4.2.9.2)
- P cases
- 7.7.15.7.
- Platform offset (4.2.9.3)
- P cases
- 7.7.15.8.
- Assessment of structure gauge (6.2.4.1)
- P cases
- 7.7.15.9.
- Assessment of maximum pressure variations in tunnels (6.2.4.12)
- P cases
- 7.7.16.
- Particular features on the Swedish network
- 7.7.16.1.
- General
- P cases
- 7.7.16.2.
- Platform offset (4.2.9.3)
- P cases
- 7.7.17.
- Particular features on the UK network for Great Britain
- 7.7.17.1.
- TSI categories of line (4.2.1)
- P cases
- 7.7.17.2.
- Structure gauge (4.2.3.1)
- P cases
- 7.7.17.3.
- Distance between track centres (4.2.3.2)
- P cases
- 7.7.17.3.bis
- Equivalent conicity (4.2.4.5)
- P cases
- 7.7.17.4.
- Maximum unguided length of fixed obtuse crossings (4.2.5.3)
- P cases
- 7.7.17.5.
- The immediate action limits for switches and crossings (4.2.8.6)
- P cases
- 7.7.17.6.
- Platform height (4.2.9.2)
- P cases
- 7.7.17.7.
- Platform offset (4.2.9.3)
- P cases
- 7.7.17.8.
- Equivalent conicity in service (4.2.11.2)
- P cases
- 7.7.17.9.
- Assessment of structure gauge (6.2.4.1)
- P cases
- 7.7.17.10.
- Assessment of distance between track centres (6.2.4.2)
- P cases
- 7.7.17.11.
- Assessment of platform offset (6.2.4.11)
- P cases
- 7.7.18.
- Particular features on the UK network for Northern Ireland
- 7.7.18.1.
- Structure gauge (4.2.3.1)
- P cases
- 7.7.18.2.
- Distance between track centres (4.2.3.2)
- P cases
- 7.7.18.3.
- Assessment of structure gauge (6.2.4.1)
- P cases
- 7.7.19.
- Particular features on the Slovak network
- 7.7.19.1.
- TSI categories of line (4.2.1)
- P cases
- 7.7.19.2.
- Minimum radius of horizontal curve (4.2.3.4)
- P cases
- 7.7.19.3.
- Minimum radius of vertical curve (4.2.3.5)
- P cases
- 7.7.19.4.
- Cant deficiency (4.2.4.3)
- P cases
- 7.7.19.5.
- The immediate action limit for track twist (4.2.8.3)
- P cases
- 7.7.19.6.
- The immediate action limit of track gauge as an isolated defect (4.2.8.4)
- P cases
- 7.7.19.7.
- The immediate action limit for cant (4.2.8.5)
- P cases
- 7.7.19.8.
- The immediate action limits for switches and crossings (4.2.8.6)
- P cases
- 7.7.19.9.
- Platform height (4.2.9.2)
- P cases
- 7.7.19.10.
- Equivalent conicity in service (4.2.11.2)
- T cases
- 7.7.19.11.
- Track sleepers (5.3.3)
- P cases
- Appendix A
- Assessment of interoperability constituents
- Appendix B
- Assessment of the infrastructure subsystem
- Appendix C
- Technical characteristics of track design and switches and crossings design
- Appendix C.1
- Technical characteristics of track design
- Appendix C.2
- Technical characteristics of switches and crossings design
- Appendix D
- Conditions of use of track design and switches and crossings design
- Appendix D.1
- Conditions of use of track design
- Appendix D.2
- Conditions of use of switches and crossings design
- Appendix E
- Capability requirements for structures according to traffic code
- Appendix F
- Capability requirements for structures according to traffic code in the United Kingdom of Great Britain and Northern Ireland
- Appendix G
- Speed conversion to miles per hour for Ireland and the United Kingdom of Great Britain and Northern Ireland
- Appendix H
- Structure gauge for the 1 520 mm track gauge system
- Figure 3
- Structure gauge S for the 1 520 mm track gauge system [dimensions in mm]
- Figure 4
- Reference profile of the lower parts on tracks fitted with double slip
- Figure 5
- Reference profile of the lower parts on marshalling yards fitted with rail brakes
- Appendix I
- Reverse curves with radii in the range from 150 m up to 300 m
- Appendix J
- Safety assurance over fixed obtuse crossings
- Figure 6
- Obtuse crossing
- Figure 7
- Point retraction X on check face
- Figure 8
- Minimum wheel diameter against crossing angle for 450 m radius of obtuse crossing
- Figure 9
- Minimum wheel diameter against crossing angle for straight obtuse crossing
- Appendix K
- Basis of minimum requirements for structures for passenger coaches and multiple units
- Appendix L
- Definition of EN line category a12 for traffic code P6
- Figure 10
- Reference wagon of EN line category a12
- Figure 11
- Load model of EN line category a12
- Appendix M
- Specific case on the Estonian network
- Appendix N
- Specific cases of the Hellenic network
- Appendix O
- Specific case on the Ireland and United Kingdom of Northern Ireland networks
- Appendix P
- Structure gauge for the lower parts for the 1 668 mm track gauge on the Spanish network
- P.1. REFERENCE PROFILES
- P.1.1.
- Kinematic reference profile GEI1
- Figure 12
- Reference profile of lower parts of kinematic gauge GEI1 for vehicles which can pass over rail brakes in an active position (l = track gauge)
- (Dimensions in millimeters)
- P.1.2.
- Kinematic reference profile GEI2
- Figure 13
- Reference profile of lower parts of kinematic gauge GEI2 for vehicles which may pass over rail brakes in a non-active position (l = track gauge)
- (Dimensions in millimeters)
- P.2. ASSOCIATED RULES
- P.3. VERTICAL LOWERING
- Appendix Q
- National technical rules for UK-GB Specific Cases
- Appendix R
- List of open points
- Appendix S
- Glossary
- Figure 14
- Geometry of switches and crossings
- Appendix T
- List of referenced standards
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