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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)
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4. DESCRIPTION OF THE INFRASTRUCTURE SUBSYSTEM
4.2. Functional and technical specifications of subsystem
4.2.2. Basic parameters characterising the infrastructure subsystem
4.3. Functional and technical specification of the interfaces
6. ASSESSMENT OF CONFORMITY OF INTEROPERABILITY CONSTITUENTS AND EC VERIFICATION OF...
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
7.6. Ascertain Compatibility of infrastructure and rolling stock after authorisation of...
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...
Figure 8 Minimum wheel diameter against crossing angle for 450...
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
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