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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) (revoked)
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4. DESCRIPTION OF THE INFRASTRUCTURE SUBSYSTEM
4.2. Functional and technical specifications of the infrastructure subsystem
4.2.2. Basic parameters characterising the infrastructure subsystem
4.2.10. Health, safety and environment
4.3. Functional and technical specification of the interfaces
6. ASSESSMENT OF CONFORMITY OF INTEROPERABILITY CONSTITUENTS AND EC VERIFICATION OF...
6.1. Interoperability Constituents
6.1.3. Innovative solutions for interoperability constituents
6.1.4. EC declaration of conformity for interoperability constituents
6.1.5. Particular assessment procedures for interoperability constituents
6.2.4. Particular assessment procedures for infrastructure subsystem
6.2.4.5. Assessment of cant deficiency for trains designed to travel with...
6.2.4.6. Assessment of design values for equivalent conicity
6.2.4.9. Assessment of new structures, earthworks and earth pressure effects
6.2.4.12. Assessment of maximum pressure variations in tunnels
6.2.4.14. Assessment of fixed installations for servicing trains
6.2.5. Technical solutions giving presumption of conformity at design stage
6.3. EC Verification when speed is used as a migration criterion...
6.5. Subsystems containing Interoperability constituents not holding an EC declaration
6.6. Subsystem containing serviceable interoperability constituents that are suitable for reuse...
7. IMPLEMENTATION OF THE INFRASTRUCTURE TSI
7.3. Application of this TSI to existing railway lines
7.3.1. Upgrading or renewal of a line
(1) In accordance with Article 2(14) of Directive (EU) 2016/797, ‘...
(2) The infrastructure subsystem of a line is considered to be...
(3) In accordance with Article 2(15) of Directive (EU) 2016/797, ‘...
(4) For this purpose, major substitution should be interpreted as a...
(5) The scope of the upgrading or renewal of the infrastructure...
(6) Where a new authorisation is required, parts of the infrastructure...
(7) Where a new authorisation for placing in service is not...
7.3.4. Existing lines that are not subject to a renewal or...
7.6. Route compatibility checks before the use of authorised vehicles
7.7.17. Particular features on the UK network for Great Britain
7.7.18. Particular features on the UK network for Northern Ireland
Technical characteristics of track design and switches and crossings design
Conditions of use of track design and switches and crossings design
Capability requirements for structures according to traffic code
Reverse curves with radii in the range from 150 m up to 300 m
Safety assurance over fixed obtuse crossings
(J.1) The fixed obtuse crossings should be designed in order not...
(J.3) The design shall be checked for wheels with diameter between...
(J.4) The following graphs allow simple verification of unguided length for...
(J.5) For track gauge systems other than 1 435 mm, specific calculations...
Figure 8 Minimum wheel diameter against crossing angle for 450 m...
Figure 9 Minimum wheel diameter against crossing angle for straight...
Basis of minimum requirements for structures for passenger coaches and multiple units
Specific case on the Ireland and United Kingdom of Northern Ireland networks
Structure gauge for the lower parts for the 1 668 mm track gauge on the Spanish network
(1) Immediate action limits for isolated defects in alignment for speeds...
(2) Immediate action limits for isolated defects in longitudinal level for...
(3) The minimum allowed value of distance between track centres for...
(4) EN Line Category — Associated Speed [km/h] for Traffic codes...
(5) Route Availability Number — Associated Speed [miles/h] for Traffic codes...
(6) Rules and drawings related to gauges IRL1, IRL2 and IRL3...
(7) The requirements for mitigating the risk for ballast pick up...
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