Article 1. . . . . . . . . ....
Article 2. . . . . . . . . ....
Article 3. . . . . . . . . ....
Article 4. . . . . . . . . ....
Article 5. . . . . . . . . ....
Article 6. . . . . . . . . ....
Article 7. . . . . . . . . ....
Article 8. . . . . . . . . ....
Article 9. . . . . . . . . ....
Article 10. . . . . . . . . ....
ANNEX
. . . . . . . . . ....
DIRECTIVE 2008/57/EC ON THE INTEROPERABILITY OF THE RAIL SYSTEM WITHIN THE COMMUNITY
TECHNICAL SPECIFICATION FOR INTEROPERABILITY‘Infrastructure’ subsystem for conventional rail
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...
2.4.Interfaces of this TSI with the safety in railway tunnels...
2.5.Inclusion of infrastructure into the scope of the noise TSI...
3.ESSENTIAL REQUIREMENTS
4.DESCRIPTION OF THE INFRASTRUCTURE SUBSYSTEM
4.1.Introduction
(1). . . . . . . . . ....
(2)Article 5(7) of the Directive says ‘the TSIs shall not...
(3). . . . . . . . . ....
(4). . . . . . . . . ....
4.2.Functional and technical specifications of subsystem
4.2.1.TSI categories of line
(1). . . . . . . . . ....
(2)The requirements to be met by the infrastructure subsystem are...
(3). . . . . . . . . ....
(4). . . . . . . . . ....
4.2.2.Performance parameters
(1)The performance levels of the TSI categories of line defined...
(2)The performance levels for each TSI category of line are...
(3)Article 5(7) of Directive 2008/57/EC states:
(4). . . . . . . . . ....
(5). . . . . . . . . ....
(6). . . . . . . . . ....
(7). . . . . . . . . ....
(8). . . . . . . . . ....
4.2.3.Basic parameters characterising the infrastructure subsystem
4.2.3.1.List of basic parameters
(1). . . . . . . . . ....
A.Line layout:
B.Track parameters:
C.Switches and crossings
D.Track resistance to applied loads
E.Structures resistance to traffic loads
F.Track geometrical quality and limits on isolated defects
G.Platforms
H.Health, safety and environment
I.Provision for operation
J.Fixed installations for servicing trains
4.2.3.2.Requirements for basic parameters
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
(5). . . . . . . . . ....
(6). . . . . . . . . ....
(7). . . . . . . . . ....
(8). . . . . . . . . ....
4.2.4.Line layout
4.2.4.1.Structure gauge
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
4.2.4.2.Distance between track centres
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
4.2.4.3.Maximum gradients
TSI categories of line IV-P and VI-P
(1)Gradients as steep as 35 mm/m are permitted for main...
(2). . . . . . . . . ....
TSI categories of line IV-F, IV-M, VI-F and VI-M
(3). . . . . . . . . ....
(4). . . . . . . . . ....
(5). . . . . . . . . ....
(6). . . . . . . . . ....
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(7). . . . . . . . . ....
All TSI categories of line
(8). . . . . . . . . ....
(9). . . . . . . . . ....
(10). . . . . . . . . ....
4.2.4.4.Minimum radius of horizontal curve
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
(5). . . . . . . . . ....
4.2.4.5.Minimum radius of vertical curve
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.5.Track parameters
4.2.5.1.Nominal track gauge
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.5.2.Cant
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
TSI categories of line IV-P, V-P, VI-P and VII-P
(3). . . . . . . . . ....
TSI categories of line IV-F, IV-M, V-F, V-M, VI-F, VI-M,...
(4). . . . . . . . . ....
TSI categories of line IV-F, IV-M, VI-F and VI-M
(5)On curves with a radius less than 290 m, the...
4.2.5.3.Rate of change of cant (as a function of time)...
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.5.4.Cant deficiency
All TSI categories of line
(1). . . . . . . . . ....
4.2.5.4.1.Cant deficiency on plain track and on the through route...
(1). . . . . . . . . ....
(2)For trains which are not fitted with cant deficiency compensation...
(3). . . . . . . . . ....
4.2.5.4.2.Abrupt change of cant deficiency on diverging track of switches...
(1)The maximum design values of abrupt change of cant deficiency...
(2). . . . . . . . . ....
4.2.5.5.Equivalent conicity
All TSI categories of line
(1)The limiting values for equivalent conicity quoted in Table 4...
4.2.5.5.1.Design values for equivalent conicity
(1)Design values of track gauge, railhead profile and rail inclination...
(2)The following wheelsets shall be modelled passing over the designed...
4.2.5.5.2.Requirements for controlling equivalent conicity in service
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3)The infrastructure manager shall maintain the mean track gauge on...
(4). . . . . . . . . ....
4.2.5.6.Railhead profile for plain line
All TSI categories of line
(1)The design of railhead profiles for plain line shall comprise:...
4.2.5.7.Rail inclination
All TSI categories of line
4.2.5.7.1.Plain line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
4.2.5.7.2.Requirements for switches and crossings
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
(5). . . . . . . . . ....
4.2.5.8.Track stiffness
All TSI categories of line
(1). . . . . . . . . ....
4.2.6.Switches and crossings
4.2.6.1.Means of locking
TSI categories of line IV-P, IV-F, IV-M, VI-P, VI-F and...
(1). . . . . . . . . ....
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(2). . . . . . . . . ....
4.2.6.2.In-service geometry of switches and crossings
All TSI categories of line
(1). . . . . . . . . ....
Figure 2Point retraction in fixed common crossings
(2)The technical characteristics of switches and crossings shall comply with...
(3). . . . . . . . . ....
4.2.6.3.Maximum unguided length of fixed obtuse crossings
All TSI categories of line
(1). . . . . . . . . ....
4.2.7.Track resistance to applied loads
4.2.7.1.Track resistance to vertical loads
All TSI categories of line
(1)The track, including switches and crossings, shall be designed to...
4.2.7.2.Longitudinal track resistance
All TSI categories of line
4.2.7.2.1.Design forces
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.7.2.2.Compatibility with braking systems
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
4.2.7.3.Lateral track resistance
All TSI categories of line
(1)The track, including switches and crossings, shall be designed to...
4.2.8.Structures resistance to traffic loads
(1). . . . . . . . . ....
4.2.8.1.Resistance of new bridges to traffic loads
All TSI categories of line — only for new structures...
4.2.8.1.1.Vertical loads
(1)Structures shall be designed to support vertical loads in accordance...
(2). . . . . . . . . ....
(3)The value of alpha (α) shall be equal to or...
(4). . . . . . . . . ....
4.2.8.1.2.Centrifugal forces
(1). . . . . . . . . ....
4.2.8.1.3.Nosing forces
(1). . . . . . . . . ....
4.2.8.1.4.Actions due to traction and braking (longitudinal loads)
(1). . . . . . . . . ....
4.2.8.1.5.Design track twist due to rail traffic actions
(1). . . . . . . . . ....
4.2.8.2.Equivalent vertical loading for new earthworks and earth pressure effects...
All TSI categories of line — only for new structures...
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.8.3.Resistance of new structures over or adjacent to tracks
All TSI categories of line — only for new structures...
(1). . . . . . . . . ....
4.2.8.4.Resistance of existing bridges and earthworks to traffic loads
All TSI categories of line — only for existing structures...
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3)The following cases are relevant:
(4). . . . . . . . . ....
4.2.9.Track geometrical quality and limits on isolated defects
4.2.9.1.Determination of immediate action, intervention, and alert limits
All TSI categories of line
(1)The infrastructure manager shall determine appropriate immediate action, intervention and...
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
4.2.9.2.The immediate action limit for track twist
All TSI categories of line
(1). . . . . . . . . ....
(2)The track twist limit is a function of the measurement...
(3). . . . . . . . . ....
TSI categories of line IV-F, IV-M, V-F, V-M, VI-F, VI-M,...
(4)If the radius of horizontal curve is less than 420...
4.2.9.3.The immediate action limit for variation of track gauge
All TSI categories of line
4.2.9.4.The immediate action limit for cant
TSI categories of line IV-P, V-P, VI-P and VII-P
(1). . . . . . . . . ....
TSI categories of line IV-F, IV-M, V-F, V-M, VI-F, VI-M,...
(2). . . . . . . . . ....
4.2.10.Platforms
(1). . . . . . . . . ....
4.2.10.1.Usable length of platforms
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
4.2.10.2.Width and edge of platforms
All TSI categories of line
(1). . . . . . . . . ....
4.2.10.3.End of platforms
All TSI categories of line
(1). . . . . . . . . ....
4.2.10.4.Height of platforms
All TSI categories of line
(1). . . . . . . . . ....
4.2.10.5.Offset of platforms
All TSI categories of line
(1). . . . . . . . . ....
4.2.11.Health, safety and environment
4.2.11.1.Maximum pressure variations in tunnels
All TSI categories of line
(1). . . . . . . . . ....
4.2.11.2.Noise and vibration limits and mitigation measures
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.11.3.Protection against electric shock
All TSI categories of line
(1). . . . . . . . . ....
4.2.11.4.Safety in railway tunnels
All TSI categories of line
(1). . . . . . . . . ....
4.2.11.5.Effect of crosswinds
All TSI categories of line
(1). . . . . . . . . ....
4.2.12.Provision for operation
4.2.12.1.Distance markers
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.13.Fixed installations for servicing trains
4.2.13.1.General
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.2.13.2.Toilet discharge
All TSI categories of line
(1). . . . . . . . . ....
4.2.13.3.Train external cleaning facilities
All TSI categories of line
(1)Where a washing plant is provided it shall be able...
(2). . . . . . . . . ....
4.2.13.4.Water restocking
All TSI categories of line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
4.2.13.5.Refuelling
All TSI categories of line
(1). . . . . . . . . ....
4.2.13.6.Electrical shore supply
All TSI categories of line
(1). . . . . . . . . ....
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
4.4.1.Exceptional conditions relating to pre-planned works
(1). . . . . . . . . ....
4.4.2.Degraded operation
(1). . . . . . . . . ....
4.4.3.Protection of workers against aerodynamic effects
(1). . . . . . . . . ....
(2). . . . . . . . . ....
4.5.Maintenance plan
4.5.1.Before placing a line in service
(1)A maintenance file shall be prepared setting out at least:...
4.5.2.After placing a line in service
(1)The infrastructure manager shall have a maintenance plan containing the...
4.6.Professional competences
(1). . . . . . . . . ....
4.7.Health and safety conditions
(1). . . . . . . . . ....
4.8.Register of infrastructure and European register of authorised types of...
5.INTEROPERABILITY CONSTITUENTS
5.1.Basis on which interoperability constituents have been selected
(1). . . . . . . . . ....
(2). . . . . . . . . ....
5.2.List of constituents
(1)For the purposes of this technical specification for interoperability, only...
(2). . . . . . . . . ....
(3). . . . . . . . . ....
5.3.Constituents performances and specifications
5.3.1.The rail
(1)The specifications of the ‘rail’ interoperability constituent are the following:...
5.3.1.1.Railhead profile
(1). . . . . . . . . ....
(2). . . . . . . . . ....
5.3.1.2.Moment of inertia of the rail cross section
(1). . . . . . . . . ....
(2). . . . . . . . . ....
5.3.1.3.Rail hardness
(1). . . . . . . . . ....
(2). . . . . . . . . ....
5.3.2.The rail fastening systems
(1). . . . . . . . . ....
(2)The rail fastening system shall comply in laboratory test conditions...
5.3.3.Track sleepers
(1). . . . . . . . . ....
6.ASSESSMENT OF CONFORMITY OF INTEROPERABILITY CONSTITUENTS AND EC VERIFICATION OF...
6.1.Interoperability constituents
6.1.1.Conformity assessment procedures
(1). . . . . . . . . ....
6.1.2.Application of modules
(1)The following modules for conformity assessment of interoperability constituents are...
(2)The modules for conformity assessment of interoperability constituents shall be...
(3). . . . . . . . . ....
(4). . . . . . . . . ....
6.1.3.Innovative solutions for interoperability constituents
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
6.1.4.EC declaration of conformity for interoperability constituents
6.1.4.1.Interoperability constituents subject to other Community Directives
(1). . . . . . . . . ....
(2). . . . . . . . . ....
6.1.4.2.EC declaration of conformity for the rail
(1). . . . . . . . . ....
6.1.4.3.EC declaration of conformity for rail fastening systems
(1)The EC declaration of conformity shall be accompanied by statement...
6.1.4.4.EC declaration of conformity for track sleepers
(1). . . . . . . . . ....
6.2.Infrastructure subsystem
6.2.1.General provisions
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
6.2.2.Application of modules
(1)For the EC verification procedure of the infrastructure subsystem, the...
6.2.2.1.Application of module SG
(1). . . . . . . . . ....
6.2.2.2.Application of module SH1
(1). . . . . . . . . ....
6.2.3.Innovative solutions
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
6.2.4.Particular assessment procedures for subsystem
6.2.4.1.Assessment of structure gauge
(1). . . . . . . . . ....
6.2.4.2.Assessment of distance between track centres
(1). . . . . . . . . ....
6.2.4.3.Assessment of cant deficiency
(1). . . . . . . . . ....
(2). . . . . . . . . ....
6.2.4.4.Assessment of design values for equivalent conicity
(1). . . . . . . . . ....
6.2.4.5.Assessment of minimum value of mean track gauge
(1). . . . . . . . . ....
6.2.4.6.Assessment of maximum pressure variations in tunnels
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3)The reference cross section areas of the interoperable trains to...
(4). . . . . . . . . ....
6.2.4.7.Assessment of geometry of switches and crossings
(1). . . . . . . . . ....
(2). . . . . . . . . ....
6.2.4.8.Assessment of new structures
(1). . . . . . . . . ....
6.2.4.9.Assessment of existing structures
(1). . . . . . . . . ....
6.2.4.10.Assessment of fixed installations for servicing trains
(1). . . . . . . . . ....
6.2.5.Technical solutions giving presumption of conformity at design phase
6.2.5.1.Assessment of track resistance for plain line
(1)Plain line ballasted track conforming to the following characteristics is...
6.2.5.2.Assessment of track resistance for switches and crossings
(1)Switches and crossings in ballasted track conforming to the following...
6.3.EC verification when speed is used as a migration criterion...
(1). . . . . . . . . ....
(2)Some limiting values set out in Chapter 4 depend on...
(3). . . . . . . . . ....
(4). . . . . . . . . ....
6.4.Assessment of maintenance plan
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
6.5.Assessment of Register of Infrastructure
(1). . . . . . . . . ....
6.6.Subsystems containing interoperability constituents not holding an EC declaration
6.6.1.Conditions
(1)During the transition period provided for in Article 6 of...
(2). . . . . . . . . ....
6.6.2.Documentation
(1). . . . . . . . . ....
(2)The EC declaration of verification of the subsystem shall indicate...
6.6.3.Maintenance of the subsystems certified according to 6.6.1
(1). . . . . . . . . ....
(2). . . . . . . . . ....
7.IMPLEMENTING THE INFRASTRUCTURE TSI
7.1.Application of this TSI to conventional rail lines
(1). . . . . . . . . ....
(2). . . . . . . . . ....
7.2.Application of this TSI to new conventional rail lines
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4)The following situations, for example to increase speed or capacity,...
7.3.Application of this TSI to existing conventional rail lines
7.3.1.Upgrading of a line
(1). . . . . . . . . ....
(2)The infrastructure subsystem of a line is considered to be...
(3). . . . . . . . . ....
(4). . . . . . . . . ....
(5). . . . . . . . . ....
7.3.2.Renewal of a line
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
(5). . . . . . . . . ....
7.3.3.Substitution in the framework of maintenance
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3)In order to get a valuable part of the infrastructure...
(4). . . . . . . . . ....
7.3.4.Existing lines that are not subject to a renewal or...
(1). . . . . . . . . ....
(2). . . . . . . . . ....
7.4.Speed as migration criterion
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
7.5.Compatibility of infrastructure and rolling stock
(1). . . . . . . . . ....
(2). . . . . . . . . ....
(3). . . . . . . . . ....
(4). . . . . . . . . ....
7.6.Specific cases
7.6.1.Particular features on the Estonian network
7.6.2.Particular features on the Finnish network
7.6.2.1.Structure gauge (4.2.4.1)
P cases
All TSI categories of line — clauses (1) and (2)...
(1). . . . . . . . . ....
(2). . . . . . . . . ....
7.6.2.2.Minimum radius of horizontal curve (4.2.4.4)
P cases
All TSI categories of line — clause (4)
(4). . . . . . . . . ....
7.6.2.3.Nominal track gauge (4.2.5.1)
P cases
All TSI categories of line — clause (1)
(1). . . . . . . . . ....
7.6.2.4.Design values for equivalent conicity (4.2.5.5.1)
P cases
All TSI categories of line — clause (2)
(2)For the nominal track gauge of 1 524 mm the...
7.6.2.5.Requirements for controlling equivalent conicity in service (4.2.5.5.2)
P cases
All TSI categories of line — Table 5
7.6.2.6.In-service geometry of switches and crossings (4.2.6.2)
P cases
All TSI categories of line — clause (2)
(2)The technical characteristics of switches and crossings for the nominal...
7.6.3.Particular features on the Hellenic network
7.6.3.1.Performance parameters (4.2.2)
P cases
All TSI categories of line — clauses (2), (6) and...
(2). . . . . . . . . ....
(6). . . . . . . . . ....
(7). . . . . . . . . ....
7.6.3.2.Structure gauge (4.2.4.1)
P cases
All TSI categories of line — clauses (1) and (2)...
(1). . . . . . . . . ....
7.6.3.3.Distance between track centres (4.2.4.2)
P cases
All TSI categories of line — clause (1) and (2)...
(1). . . . . . . . . ....
7.6.3.4.Maximum gradients (4.2.4.3)
P cases
TSI categories of line IV-F, IV-M, VI-F and VI-M —...
(3). . . . . . . . . ....
7.6.3.5.Minimum radius of horizontal curve (4.2.4.4)
P cases
All TSI categories of line — clause (2)
(2). . . . . . . . . ....
7.6.3.6.Minimum radius of vertical curve (4.2.4.5)
P cases
All TSI categories of line — clause (1)
(1). . . . . . . . . ....
7.6.3.7.Nominal track gauge (4.2.5.1)
P cases
All TSI categories of line — clause (1)
(1). . . . . . . . . ....
7.6.3.8.In-service geometry of switches and crossings (4.2.6.2)
P cases
All TSI categories of line — clause (2)
(2)The technical characteristics of switches and crossings for the nominal...
7.6.3.9.Track resistance to vertical loads (4.2.7.1)
P cases
All TSI categories of line — clause (a)
(a). . . . . . . . . ....
7.6.3.10.Resistance of new bridges to traffic loads (4.2.8.1) — vertical...
P cases
All TSI categories of line — only for new structures...
(3). . . . . . . . . ....
7.6.4.Particular features on the Irish network
7.6.4.1.Performance parameters (4.2.2) — clause (2) — Table 3, column...
(2). . . . . . . . . ....
7.6.4.2.Structure gauge (4.2.4.1)
P cases
TSI categories of line IV-P, IV-F, IV-M, VI-P, VI-F and...
(1). . . . . . . . . ....
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(1). . . . . . . . . ....
7.6.4.3.Distance between track centres (4.2.4.2)
P cases
TSI categories of line IV-P, IV-F, IV-M, VI-P, VI-F and...
(1). . . . . . . . . ....
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(1). . . . . . . . . ....
7.6.4.4.Nominal track gauge (4.2.5.1)
P cases
All TSI categories of line — clause (1)
(1). . . . . . . . . ....
7.6.4.5.Design values for equivalent conicity (4.2.5.5.1)
P cases
All TSI categories of line — clause (2)
(2)For the nominal track gauge of 1 600 mm the...
7.6.4.6.Requirements for controlling equivalent conicity in service (4.2.5.5.2)
P cases
All TSI categories of line — Table 5
7.6.4.7.In-service geometry of switches and crossings (4.2.6.2)
P cases
All TSI categories of line — clause (2)
(2)The technical characteristics of switches and crossings for the nominal...
7.6.5.Particular features on the Latvian network
7.6.6.Particular features on the Lithuanian network
7.6.7.Particular features on the Polish network
7.6.7.1.Structure gauge (4.2.4.1)
P cases
All TSI categories of line — clauses (1) and (2)...
(1). . . . . . . . . ....
7.6.7.2.Nominal track gauge (4.2.5.1)
P cases
All TSI categories of line — additional clause (3)
(3). . . . . . . . . ....
7.6.7.3.Design values for equivalent conicity (4.2.5.5.1)
P cases
All TSI categories of line — clause (2)
(2)For the nominal track gauge of 1 520 mm the...
7.6.7.4.Requirements for controlling equivalent conicity in service (4.2.5.5.2)
P cases
All TSI categories of line — Table 5
7.6.7.5.In-service geometry of switches and crossings (4.2.6.2)
P cases
All TSI categories of line — clause (2)
(2)The technical characteristics of switches and crossings for the nominal...
7.6.7.6.Maximum unguided length of fixed obtuse crossings (4.2.6.3)
P cases
All TSI categories of line — clause (1)
(1). . . . . . . . . ....
7.6.8.Particular features on the Portuguese network
7.6.8.1.Structure gauge (4.2.4.1)
P cases
All TSI categories of line — clauses (1) and (2)...
7.6.8.2.Nominal track gauge (4.2.5.1)
P cases
All TSI categories of line — clause (1)
(1). . . . . . . . . ....
7.6.8.3.Design values for equivalent conicity (4.2.5.5.1)
P cases
All TSI categories of line — clause (2)
(2)For the nominal track gauge of 1 668 mm the...
7.6.8.4.Requirements for controlling equivalent conicity in service (4.2.5.5.2)
P cases
All TSI categories of line — Table 5
7.6.8.5.In-service geometry of switches and crossings (4.2.6.2)
P cases
All TSI categories of line — clause (2)
7.6.9.Particular features on the Romanian network
7.6.9.1.In-service geometry of switches and crossings (4.2.6.2)
P cases
All TSI categories of line — clause (2)(f)
(2)(f). . . . . . . . . ....
7.6.10.Particular features on the Spanish network
7.6.10.1.Structure gauge (4.2.4.1)
P cases
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(1). . . . . . . . . ....
All TSI categories of line — additional clause (4)
(4). . . . . . . . . ....
7.6.10.2.Distance between track centres (4.2.4.2)
P cases
TSI categories of line IV-P, IV-F, IV-M, VI-P, VI-F and...
(1)The distance between track centres such for 1 668 mm...
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(1)The minimum distance between track centres such for 1 668...
7.6.10.3.Maximum gradients (4.2.4.3)
P cases
TSI categories of line IV-F, IV-M, VI-F and VI-M —...
(3). . . . . . . . . ....
7.6.10.4.Nominal track gauge (4.2.5.1)
P cases
All TSI categories of line — clause (1) and additional...
(1). . . . . . . . . ....
(3). . . . . . . . . ....
7.6.10.5.Design values for equivalent conicity (4.2.5.5.1)
All TSI categories of line — clause (2)
(2)For the nominal track gauge of 1 668 mm the...
7.6.10.6.Requirements for controlling equivalent conicity in service (4.2.5.5.2)
P cases
All TSI categories of line — Table 5
7.6.10.7.In-service geometry of switches and crossings (4.2.6.2)
P cases
All TSI categories of line — clause (2)
7.6.11.Particular features on the Swedish network
7.6.12.Particular features on the UK network for Great Britain
7.6.12.1.Performance parameters (4.2.2)
P cases
All TSI categories of line — clause (7)
(7)The published information relating to axle load shall use the...
7.6.12.2.Structure gauge (4.2.4.1)
P cases
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(1)For the upgrading or renewal of conventional lines with respect...
7.6.12.3.Distance between track centres (4.2.4.2)
P cases
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(1)The nominal distance between track centres shall be 3 400...
7.6.12.4.Nominal track gauge (4.2.5.1)
P cases
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(3). . . . . . . . . ....
7.6.12.5.In-service geometry of switches and crossings (4.2.6.2)
P cases
TSI categories of line V-P, V-F, V-M, VII-P, VII-F and...
(4). . . . . . . . . ....
7.6.13.Particular features on the UK network for Northern Ireland
ANNEX A
ASSESSMENT OF INTEROPERABILITY CONSTITUENTS
ANNEX B
ASSESSMENT OF THE INFRASTRUCTURE SUBSYSTEM
ANNEX C
CAPABILITY REQUIREMENTS FOR STRUCTURES ACCORDING TO TSI CATEGORY OF LINE...
ANNEX D
ITEMS TO BE INCLUDED IN THE REGISTER OF INFRASTRUCTURE
ANNEX E
CAPABILITY REQUIREMENTS FOR STRUCTURES ACCORDING TO TSI CATEGORY OF LINE...
ANNEX F
LIST OF OPEN POINTS
ANNEX G
GLOSSARY
ANNEX H
LIST OF REFERENCED STANDARDS

Commission Decision

of 26 April 2011

concerning a technical specification for interoperability relating to the ‘infrastructure’ subsystem of the trans-European conventional rail system

(notified under document C(2011) 2741)

(Text with EEA relevance)

(2011/275/EU) (repealed)

F1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .